JUNE 2006

NJ 33 CORRIDOR STUDY

Created in 1965, the Delaware Valley Regional Planning Commission (DVRPC) is an interstate, intercounty and intercity agency that provides continuing, comprehensive and coordinated planning to shape a vision for the future growth of the Delaware Valley region. The region includes Bucks, Chester, Delaware, and Montgomery counties, as well as the City of Philadelphia, in Pennsylvania; and Burlington, Camden, Gloucester and Mercer counties in New Jersey. DVRPC provides technical assistance and services; conducts high priority studies that respond to the requests and demands of member state and local governments; fosters cooperation among various constituents to forge a consensus on diverse regional issues; determines and meets the needs of the private sector; and practices public outreach efforts to promote two-way communication and public awareness of regional issues and the Commission.

Our logo is adapted from the official DVRPC seal, and is designed as a stylized image of the Delaware Valley. The outer ring symbolizes the region as a whole, while the diagonal bar signifies the Delaware River. The two adjoining crescents represent the Commonwealth of Pennsylvania and the State of New Jersey.

DVRPC is funded by a variety of funding sources including federal grants from the U.S. Department of Transportation’s Federal Highway Administration (FHWA) and Federal Transit Administration (FTA), the Pennsylvania and New Jersey departments of transportation, as well as by DVRPC’s state and local member governments. The authors, however, are solely responsible for its findings and conclusions, which may not represent the official views or policies of the funding agency.

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TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY ...... 1

2.0 BACKGROUND...... 5

3.0 CORRIDOR DESCRIPTION...... 7 3.1 Existing Land Use...... 7 3.2 Highway Network ...... 12 3.3 Traffic Volumes ...... 13 3.4 Crash Data Analysis...... 14 3.5 Transit Service ...... 20 3.6 Pedestrian and Bicycle Facilities and Amenities ...... 24

4.0 TRAVEL FORECASTING ...... 37 4.1 Introduction...... 37 4.2 NJ 33 Corridor Traffic Study...... 39 4.3 Travel Forecasting Procedures ...... 39 4.4 Projected Traffic Volumes ...... 47 4.5 Findings ...... 63

5.0 STRATEGIC IMPROVEMENT PLAN ...... 65

LIST OF MAPS

1. Study Area………...... 9 2. 2000 Land Use ...... 11 3. 2002 – 2004 Crash Clusters ...... 19 4. Transit Services…………...... 23 5. Bicycle Level of Service ...... 27 6. Pedestrian Level of Service ...... 30 7. Current Counts and 2025 Forecast of Congestion No-Build Alternative .. 49 8. Congestion Reduction and Mobility Concepts ...... 53 9. 2025 Forecast of Congestion No-Build and Build Alternatives 1, 2, and 4 ...... 55 10. 2025 Forecast of Congestion No-Build and Build Alternative 3 ...... 61

LIST OF FIGURES

1. Evans Implementation using DVRPC’s Regional Simulation Model ...... 44

ii NJ 33 Corridor Study

LIST OF TABLES

1. NJ 33 Corridor (MP 3.32-7.84) Accident Summary 2002 - 2004...... 15 2. NJ 33 Crash Clusters 2002 – 2004...... 16 3. Bicycle Level of Service ...... 25 4. Population and Employment in the NJ 33 Corridor Traffic Study Area .... 42 5. Current Counts and 2025 No-Build Alternative Average Daily Traffic Volumes…………………… ...... 50 6. 2025 No-Build Alternative and Build Alternative 1 Average Daily Traffic Volumes…………………...... 56 7. 2025 No-Build Alternative and Build Alternative 2 Average Daily Traffic Volumes…………………...... 57 8. 2025 No-Build Alternative and Build Alternative 4 Average Daily Traffic Volumes…………………...... 58 9. 2025 No-Build Alternative and Build Alternative 3 Average Daily Traffic Volumes…………………...... 62 10. Rankings of NJ 33 Study Corridor Concepts ...... 64

APPENDICES

APPENDIX A

1. Hamilton Avenue Crash Summary 2. Vincent Avenue Crash Summary 3. Shady Lane Crash Summary 4. White Horse-Hamilton Square Crash Summary 5. Yardville-Hamilton Square Crash Summary 6. George Dye Road Crash Summary

APPENDIX B

1. Pedestrian Level of Service Report 2. Bicycle Level of Service Report

APPENDIX C

1. NJ Transit 603 Bus Schedule 2. NJ Transit 606 Bus Schedule 3. NJ Transit 609 Bus Schedule 4. NJ Transit Northeast Corridor Rail Schedule

NJ 33 Corridor Study 1

1.0 EXECUTIVE SUMMARY

The NJ 33 corridor study area extends through the Mercer County municipalities of Hamilton and Washington townships and covers an area of approximately 11.7 square miles. NJ 33 acts as a regional corridor carrying traffic from the eastern section of the county to the City of Trenton. It experiences heavy peak-hour and weekend congestion. It is a fast growing corridor with older developments located adjacent to NJ 33 while the more recent developments expand outward from this facility. The corridor often has the characteristics of a highway commercial area rather than a residential, retail mixed-use area. Although the area consists of several housing developments, there is a lack of connectivity between residential areas, retail areas, and schools. There has been an increase in regional through trips as well as local trips, which has contributed to congestion along the corridor. This study identifies the traffic and circulation problems in the area for both short term and long term improvements.

The study includes documentation of existing conditions, examination of development/redevelopment plans, identification of problem locations, transit assessment, and development of improvement scenarios. It also documents recommendations for reducing congestion, and improving mobility and safety in the corridor with breakout projects for the New Jersey Department of Transportation (NJDOT) pipeline.

This study effort involved multiagency meetings and field views that were conducted to review potential locations for inclusion in the study. Participants included representatives from each of the local municipalities, staff from the Mercer County Planning and Mercer County Engineer's Office, NJDOT and the Delaware Valley Regional Planning Commission. The sentiments of the public at numerous NJDOT sponsored charrettes in the area were also considered. The information that follows for each location is a result of that process and recommends actions to be pursued based on cooperative discussions and input from each of the study participants.

It is proposed that zoning should be enacted that allows mixed-use neighborhood centers that are within biking distance of residential areas. Commercial and office development should be permitted to exist closer to residential areas and should be designed to accommodate bicycling and walking to and within the site. Dependency on motor vehicles should be lessened by creating linkages between neighborhoods and public services. In addition, safe conditions for bicycling and walking should be provided through education to motorists, bicyclists and pedestrians. Also, adopt and implement the appropriate recommendations for action in the NJ Bicycle and Pedestrian Master Plan.

Several improvements were identified in an effort to increase overall bicycle safety and compatibility conditions. These include: repainting streets with wider shoulders to create bicycle lanes and still allowing room for a shoulder or buffer

2 NJ 33 Corridor Study between the road and sidewalk. Where appropriate, right-of-way for a bicycle lane can also be carved from the buffer between the sidewalk and the curb; in some cases general-purpose travel lanes can be narrowed to accommodate the added bicycle lanes. The narrowed lanes have the potential to reduce vehicle speeds, which can increase safety and raise awareness for a bicycle rider’s presence. On certain segments of NJ 33, a reduction in lane width and buffer width could provide the required space for a bicycle lane.

Improvement to the corridor’s environment is necessary in order to attract more pedestrian activity (and a corresponding reduction in auto use) as well as to improve the economic viability of the area. Retail owners should be required to provide and maintain sidewalks in front of their stores. Sidewalks should exist on both sides of the street, extend continuously, and be accessible to those in wheelchairs. If the sidewalk ends and continues on the other side of the street, a crosswalk should be provided for safe access. Trees should be planted along buffers and street furniture (such as benches) integrated into the more traveled retail areas in order to draw pedestrians and introduce a sense of one community among the various distinct developments. Adequate street lighting is essential not only because it creates a sense of security among shoppers, but also because it adds to the aesthetics of an area. Pedestrian-friendly crosswalks are necessary, especially in areas were people are most likely to cross illegally. An example would be a raised crosswalk, which makes a pedestrian more visible to a vehicle while also acting as a speed bump. Pavement markings and bright signs can be used to alert motorists to pedestrians in the roadway.

Four Build Alternatives, each comprising one or more corridor improvement concepts, were analyzed using DVRPC’s travel demand model. None of the concepts in the build alternatives involve widening of NJ 33, but instead include construction of relief roads and connector roads to complete the fragmented local road network. The concepts studied are as follows:

• Relief Road at I-295 Interchange Construct a two-lane relief road between Hamilton Avenue and NJ 33. • Relief Road at Nottingham Neighborhood Construct a two-lane relief road between Shady Lane and Paxson Avenue. • Estates Boulevard Connector Construct a new facility that would connect the existing two-lane sections of Estates Boulevard. • Flock Road Connector Connect the existing two-lane sections of Flock Road with a new facility across Miry Run. • Northbound I-295 Ramp Construct a new northbound I-295 on-ramp on westbound NJ 33. • Paxson Avenue Connector Connect the existing two-lane sections of Paxson Avenue with a new facility across Miry Run.

NJ 33 Corridor Study 3

• Kuser Road Connector Construct a new facility that would allow direct access between the NJ 33 Bypass and Kuser Road. • Cypress Lane Connector Following construction of a new alignment, the two-lane sections of Cypress Lane would meet at Whitehorse-Mercerville Road. • NJ 33 Bypass, Alternative Design • Estates Boulevard / NJ 33 Bypass Connector

Based on the travel demand analysis, several of the concepts appear to significantly reduce traffic volume on NJ 33.

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NJ 33 Corridor Study 5

2.0 BACKGROUND

The NJ 33 Corridor was chosen from DVRPC’s Year 2025 Long Range Plan. The corridor is particularly suitable for study due to its consistent recurring traffic congestion, future growth pressures on the traffic system, and the potential for improved public transportation. The NJ 33 Corridor Study is based upon the land use scenarios, the transportation needs and the economic development strategies, in conformance with the policy goals and objectives of the New Jersey State Plan, DVRPC’s Horizons: 2025 Land Use and Transportation Plan, and local municipal plans. As suburban sprawl induces population growth and increases traffic volumes within the corridor, transportation facilities need to be examined to determine their adequacy for moving goods and people, now and in the future. This effort strives to identify the constraints and opportunities on US 33 and to make recommendations for its improvement as a travel corridor.

This study is consensus-based and developed with input from the corridor communities and various state and regional agencies. The steering committee members (consisting of representatives from NJ Department of Transportation, NJ Office of Smart Growth, NJ Transit, Mercer County, Hamilton Township, Washington Township, and DVRPC) participated in the development of this report through meetings and field views. This effort was complemented by a parallel vision study that was undertaken by the NJDOT and its consultants (Urban Engineers Inc. and Glatting Jackson Kercher Anglin Lopez Rinehart, Inc.) The study teams cooperated on problem identification and shared data. Steering committee members were involved in field views to identify potential locations for inclusion in the study. Based in part on those recommendations, DVRPC staff subsequently engaged in detailed follow-up field views of the area.

Overall, this study effort includes coordination, problem identification, data collection and analysis, and development of a strategic implementation plan for the corridor. Throughout the process, the stakeholders provided valuable information as well as facilitated a process of information sharing and review with representatives of corridor municipalities.

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NJ 33 Corridor Study 7

3.0 CORRIDOR DESCRIPTION

The NJ 33 corridor extends from the interchange with I-295 in the west in Hamilton Township to US 130 in the east in Washington Township, a total of 4.52 miles (Map 1). The corridor has a mixture of land uses from single-family residential to retail commercial. There are several parallel and intersecting highway facilities that provide alternate routes to and from NJ 33. As a result, the study area extends approximately 2.6 miles to the north and south of the NJ 33 facility.

3.1 Existing Land Use

The NJ 33 corridor is a fast growing corridor with older developments located along NJ 33 while the more recent developments expand outward from this facility. (Map 2) Land use in the corridor ranges from dense, intensive development in the west, to agriculture and open space in the east. High-density residential clusters exist in the older residential communities along NJ 33 and Nottingham Way, the primary east-west arteries.

The corridor often has the characteristics of a highway commercial area rather than a residential, retail mixed-use area. Although the area consists of several housing developments, there is a lack of connectivity between residential areas, retail areas, and schools. Development and strip mall circulation is noncontiguous. The corridor lacks the aesthetics and streetscaping necessary to entice pedestrian traffic.

Commercial areas are concentrated along NJ 33, but also along sections of CR 533 in the west and US 130 in the east. These are primarily highway-related uses such as fast food restaurants and auto-related uses such as car dealerships, repair shops and gas stations. There are several shopping centers that provide goods and services primarily for the local population.

Located away from the commercial areas are mostly single-family residential areas. Large subdivisions consisting of single-family housing are located to the east of Yardville Road and to the north of Nottingham Way in Hamilton Township. With the exception of Washington Town Center, residential development in Washington Township is dispersed. There are clusters of multifamily housing units located primarily to the west of Hamilton Square-White Horse Road, as well as to the west of CR 533 in the vicinity of Klockner Avenue. At the eastern end of the corridor is the Washington Town Center located in the Robbinsville section of Washington Township. This development incorporates neo-traditional design guidelines in which bicycle and pedestrian transportation requirements are included in design decisions.

Open space is widely distributed throughout the corridor, with greater concentrations being in the southwestern and eastern end of the corridor.

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Several parks are interspersed throughout the study area including Veterans Park and the Grounds for Sculpture that serves a local as well as regional function.

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3.2 Highway Network

Several interstate, state, county and local highways provide mobility and access throughout the NJ 33 corridor to both freight and automobile traffic. The highway network within the study area is comprised of about 128 miles of roadway. The following is a brief description of highways within or that influence corridor traffic circulation:

I-95 (NJ Turnpike) is a major toll road that extends the length of New Jersey. It traverses the southeast section of the study area with an interchange at I-195 (Exit 7A) in Washington Township.

I-295 is an Interstate Highway that runs parallel to the NJ Turnpike from its southern origin in Salem County north to Lawrence Township in Mercer County. Interchange 63 provides a direct connection to NJ 33.

I-195 is an east-west Interstate Highway extending from I-295 in the west to the Jersey Shore. Interchanges within the study area are at Yardville-Hamilton Square Road (Interchange 3), US 130 (Interchange 5) and I-95 (Interchange 6).

US 130 is an Urban Principal Arterial extending north to south and running parallel to I-95 through Hamilton and Washington townships. It intersects with I- 195 at Interchange 5, as well as with CR 526 (Robbinsville – Allentown Road) and NJ 33 at Robbinsville. This highway demarcates the easternmost limits of the study area.

NJ 33 is an Urban Principal Arterial extending from the City of Trenton to the New Jersey shore. It forms the spine of the study area and is the main east-west artery for local travel in the area.

CR 533 (Whitehorse-Quakerbridge Road) is an Urban Minor Arterial that runs north to south, parallel to I-295 in Hamilton Township.

CR 535 is a north to south Urban Minor Arterial, which connects the City of Trenton with Hamilton Township.

CR 606 (Hamilton Ave.) is an Urban Minor Arterial that runs east-west and connects US 206/South Broad Street in Trenton to NJ 33 in Hamilton.

CR 618 (Nottingham Way) is an Urban Minor Arterial. For the most part, this is a two-lane highway running east-west for approximately 2.8 miles in Hamilton Township. It parallels NJ 33 and acts as a reliever to NJ 33.

CR 619 (Kuser Road) is an Urban Minor Arterial that runs from CR 606 to CR 533. From this point to US 130, it becomes an Urban Collector.

NJ 33 Corridor Study 13

Yardville Hamilton Square Road is a two-lane Urban Minor Arterial that runs north to south from an area to the south of US 130 to CR 618 (Nottingham Way).

Klockner Road is an Urban Collector that runs east-west in the study area. It parallels NJ 33 and acts as an alternate southern route to NJ 33.

George Dye Road is a two-lane Urban Collector that runs north from Klockner Road to Nottingham Way, with a major intersection at NJ 33.

Whitehorse Hamilton Square Road is an Urban Minor Arterial that runs from the southwest to the northeast from CR 533 (Whitehorse – Mercerville Road) to Nottingham Way.

3.3 Traffic Volumes

This analysis is based on existing traffic count data gathered from two database sources: DVRPC and NJDOT. The level of detail of the analysis is limited by the available data. The traffic counts are expressed as annual average daily traffic (AADT). These numbers, derived from the sum of 24-hour automatic traffic recorder (ATR) counts normalized by an applied factor, represent the average number of vehicles at that location on any given day of the calendar year.

The purpose of this analysis is to compare the disparate volumes at various locations along NJ 33 and adjacent highway facilities, and to recognize regional travel trends.

As listed in the previous section, there are many different classes of roadways that traverse the corridor including interstate, US routes, state routes, county and local routes. Traffic volumes increase on NJ 33 traveling from east to west. The western section intersects with I-295, which is a major north-south artery within the state. It also acts as a conduit for trips from I-95 and I-295. The western section is also closer to the City of Trenton, the state capital.

NJ 33 experiences average annual daily traffic volumes between 14,500 and 29,500 east of I-295. The volume peaks immediately east of I-295 at 29,500 cars per day and decreases with each major intersection traveling toward US 130, where the volume is 14,000.

Other major facilities within the corridor include I-295, CR 533 (Whitehorse- Mercerville Road and Quakerbridge Road), Whitehorse-Hamilton Square Road, Yardville-Hamilton Square Road, CR 618 (Nottingham Way) and US 130. Daily traffic volume on US 130 is between 26,300 and 29,100 vehicles per day. CR 618 (Nottingham Way) experiences volumes between 9,900 and 13,200 daily.

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3.4 Crash Data Analysis

Introduction

The crash data used in this analysis was obtained from the New Jersey Department of Transportation. Data for the years 2002 to 2004 were utilized.

The purpose of this analysis is twofold. First, to perform a comprehensive safety overview of the study corridor, and second to substantiate problem locations presented during the municipal field visits and identify probable causes and potential improvements. In many cases, the safety analysis overlapped the identified problems. In other cases where a safety issue was identified by the analysis, but not by local officials, further study will be required to identify the most appropriate improvement that will address safety while balancing mobility issues.

Corridor Summary

During the three years (2002 – 2004) utilized, 569 accidents were recorded along the 4.52 miles of the NJ 33 study area (MP 3.32 - 7.84). Of the total, there was a single fatality, 200 injuries and 368 property-damage-only accidents. Accidents occurring at intersections or between intersections were almost split evenly with 286 occurring at intersections and 283 occurring between intersections. The most predominant crash type was same-direction, rear-end collisions accounting for 46.75 percent (266) of the total accidents. Nearly 30 percent (170) of the crashes were angle collisions making it the second most predominant crash type along the study area. Almost 80 percent (451) of the crashes occurred during the daytime hours, which exclude dawn or dusk, and over 79 percent (453) of the crashes occurred during dry conditions.

Next is a comparison between NJ 33 crash statistics and the NJDOT At/Between Intersections Accident Summaries for State System Roads, excluding tolls and interstates, using 2002 – 2004 data (see Table 1). Considering the 4.52 miles of NJ 33’s study area (MP 3.32 – 7.84), the area exceeds the threshold for angle crashes with 29.88 percent of all accidents compared to 12.70 percent of the state roads. NJ 33’s left-hand turns totals exceed the threshold with 8.96 percent of the total accidents compared to the state’s 3.71 percent. According to the New Jersey Department of Transportation, rear-end and sideswipe collisions involve traffic moving in the same direction. Angle crashes involve angular traffic (i.e. north and west) and left turn and head-on events involve opposing traffic.

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Table 1 NJ 33 Corridor (MP 3.32 - 7.84) Accident Summary 2002 – 2004

Corridor Total: 569 State Total: 202,325

Statewide % of Statewide Collision Type Count % of Total Count Total Same Direction - Rear 266 46.75% 91,031 44.99% End Same Direction - 36 6.33% 33,722 16.67% Sideswipe Angle 170 29.88% 25,691 12.70% Left Turn 51 8.96% 7,514 3.71% Head On 6 1.05% 3,099 1.53% Overturn 0 0.00% 827 0.41% Pedestrian 3 0.53% 1,523 0.75% Hit Fixed Object 23 4.04% 22,560 11.15% Animal 0 0.00% 5,440 2.69% Parked Vehicle 2 0.35% 3,077 1.52% Pedacycle 4 0.70% 992 0.49% Other 8 1.41% 6,849 3.39% Statewide % of Statewide Severity Count % of Total Count Total Fatal 1 0.18% 580 0.29% Injury 200 35.15% 62,188 30.74% Property Damage 368 64.67% 139,557 68.98% Statewide % of Statewide Light Count % of Total Count Total Day 451 79.26% 141,902 70.14% Night/Dawn/Dusk 116 20.39% 59,637 29.48% Unknown 2 0.35% 786 0.39% Statewide % of Statewide Intersection Count % of Total Count Total At Intersection 286 50.26% 84,821 41.92% Not at Intersection 283 49.74% 117,504 58.08% Railroad Crossing 0 0.00% 0 0.00% Statewide % of Statewide Surface Condition Count % of Total Count Total Dry 453 79.61% 147,395 72.85% Wet Surface 108 18.98% 46,969 23.21% Snow or Ice 7 1.23% 7,097 3.51% Unknown or Other 1 0.18% 864 0.43%

Source: NJDOT, 2006

16 NJ 33 Corridor Study

Cluster Analysis

For the purposes of this study, a cluster is defined as 22 accidents or more occurring within a 1/10th-mile segment. The data analyzed occurred during the period 2002 – 2004. This is a modification of the New Jersey Department of Transportation’s criteria, which requires a threshold of eight crashes per year for analysis. Of the 13 clusters found in NJ 33’s study area, the top 6 clusters have been identified for analysis starting with 40 crashes (Table 2). Combined, the six clusters account for 47 percent (272) of the total corridor crashes during 2002 – 2004 in 13 percent of the study area. The remaining 297 accidents are distributed along the corridor in lesser concentrations.

Table 2 - NJ 33 CRASH CLUSTERS 2002-2004 Mile Total Total Predominant Collision Nearest Cross Street Location Post Crashes Injured Type 1 3.44 Hamilton Ave 40 14 Angle (20) 2 3.70 Vincent Ave 43 8 Rear End (15), Angle (12) 3 4.20 Shady Lane 43 14 Rear End (23), Angle (13) 4 5.32 White Horse-Hamilton Sq 43 16 Rear End (26), Angle (11) 5 5.44 Yardville-Hamilton Sq 49 15 Rear End (16), Angle (14) 6 6.30 George Dye Rd 54 24 Angle (25), Rear End (21) Total 272 91 Source: NJDOT, 2006

Each cluster summary was compared to statewide summaries. All crash cluster summaries and state statistics summaries are located in the Appendix. Upon examination of these summaries, the following observations were made: (Map 3)

Location 1: MP 3.44 – 3.54 The area between Hamilton and Concord Avenue exceeds the state average for angle accidents (13 percent) with 20 accidents accounting for 50 percent of the accidents within the cluster. This high concentration of angle accidents is likely due to I-295’s access ramps merging with NJ 33.

Location 2: MP 3.70 – 3.80 Angle accidents and left-turn collisions both exceed the state percentage near the intersection of NJ 33 and Vincent Avenue. Angle accidents account for nearly 28 percent (12) of the total, while left-turn accidents account for 18 percent (8). The state percentage for angle accidents is near 13 percent and left-turn accidents is only 1.5 percent. This intersection contains a fork where NJ 33 and Mercerville-Edinburg Road splits, which could be the reason for the high number of angle and left-turn accidents.

Location 3: MP 4.20 – 4.30 Rear-end and angle accidents exceed state levels at the intersection of NJ 33 and Shady Lane. Rear-end collisions account for 53 percent (23) of the cluster total while the state average is 45 percent. Angle accidents account for 30

NJ 33 Corridor Study 17 percent of the cluster’s accidents, with the state level accounting for only 12 percent of the total.

Location 4: MP 5.32 – 5.42 Forty-three accidents were reported at the intersection of NJ 33 and White Horse-Hamilton Square Road. Rear-end collisions account for 60 percent (26) of the cluster total while the state level is 45 percent. Angle accidents account for 25 percent of the cluster’s accidents, compared to the state level of 12 percent. A small number of sideswipes account for seven percent (3) of the accident cluster.

Location 5: MP 5.44 – 5.54 Rear-end, angle, left-turn and hit-fixed-object accidents all exceed state levels at the intersection of NJ 33 and Yardville-Hamilton Square Road. Rear-end accidents account for 32 percent of the cluster total compared to the 45 percent state level. Angle accidents measure 28 percent (14) of the cluster total with the state level being 12 percent. Left turns account for 12 percent of the total compared to the state level of one percent. Hit-fixed-objects account for eight percent of the crash total compared to the state level of 1.5 percent.

Location 6: MP 6.30 – 6.40 George Dye Road is a major residential thoroughfare, and an alternative to Yardville Road. The intersection of George Dye Road and NJ 33 accounts for the largest cluster of accidents in the NJ 33 study corridor. With 54 accidents, this intersection exceeds state levels with angle and left-turn crashes. An overwhelming 46 percent (25) of accidents at this intersection are angle accidents compared to the state level of 12 percent. Left-turn accidents account for 9 percent (5) of the cluster total with state levels being 1.5 percent.

18 NJ 33 Corridor Study

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NJ 33 Corridor Study 19

AVE

533 DR ABBOTT RD RouteFLO CK33 Corridor Study DR AZALEA WAY

PASADENA DR RD REGINA Map 3: 2002-2004 Crash Clusters

535 ARROWWOOD

APPLEGATE Schools/Community Services LANSING AVE LANSING

Our Lady CRESTWOOD DR Parks

AUDREY of Sorrows Mercerville E.S. E.S. ALTON Crash Clusters ( 1 Cluster =1/10 mile) DR FLORISTER DR Sayen VINCENT AVE Data Represents years 2002-2004

NOTTINGHAM WAY

AVE WILSON

AVE AVE MARSHALL McADOO AVE McADOO DANIELS AVE

ZIEGLERS LN AVE HOOVER HOOVER Gardens Cluster # ( Total # Crashes) Fred Sayen 2 (43) 618 Park 1 (40) NANCY DR

WINSLOW AVE MIRY B COMPTON

CRESCENT MAPLE SHADE AVE ST ROOK FERNWOOD AVE 3 (43) SHADY LN NOTTINGHAM WAY

WESTON AVE

LOWELL AVE LANDER DR AVE Sunset Manor RD COLEMAN Sayen E.S. WAY AVE BRINER LN K SUNSET BLVD EVERGREEN Park EATON MERCER TRENTON PAR ACRES DR

DEERWOOD DR

GREGORY DR

ELMORE AVE AVE AVE Accredited SUNSET Evening H.S. MATTHEW SHEL

STOCKTON ST RD

LEY

HERBERT AVE DR LN NATRONA AVE 4 (43) BLVD ESTATES BLVD FOY DR JARVIE DR BURTIS AVE 5 (49) N CREST AVE

MERCERVILLE-WHITEHORSE RD DR

AVE

ENDICOTT

IMPERIAL 618

AVE Langtree RD CREST E.S. N 6 (54) MARK TW LAMONT AIN KLOCKER DR

HAMILTON SQUARE - WHITE HORSE RD

DR

533 AVE D

YARDVILLE RD YARDVILLE WALT WHITMAN WAY OO CYPRESS LN

LIMEW ESTATES SURREY DR 0 0.2 Emily C. Reynolds M.S. FARMBROOK DR Miles O Delaware Valley BLVD

Regional Planning Commission Sources: Crash Data - NJDOT DR SANDBERG Alexander June 2006 Parcels - Mercer County Planning CARL E.S. 20 NJ 33 Corridor Study

3.5 Transit Service

As Map 4 illustrates, the western limits of the study area have reasonable transit coverage while the area to the east is not well served by transit. This is partly due to the rural and suburban character of the area. New Jersey Transit provides scheduled bus service to the area.

NJ Transit Bus NJ Transit bus routes #603, #606 and #609 are the three bus routes that serve the NJ 33 corridor. NJ Transit bus #606 provides direct connection to the Trenton rail station. NJ Transit bus #608 is the only bus line that provides a direct connection to the Hamilton rail station. This bus route serves the communities to the west of the study area.

NJ Transit operates the #603 bus from the Hamilton Marketplace in Hamilton Township to the Mercer Mall in Lawrence Township. There are 17 buses operating from the Hamilton Marketplace to the City of Trenton on weekdays, while 14 buses continue on to the Mercer Mall. The first bus departs Hamilton Marketplace at 7:18 a.m. while the last bus departs at 12:25 a.m. The average travel time from Hamilton Marketplace to Mercer Mall is approximately 1 hour and 15 minutes. On Saturdays, 23 buses make the trip to Trenton while 22 continue on to Mercer Mall.

The #606 bus operates from Hamilton Marketplace to the Princeton Care Center in Princeton. There are 21 weekday buses that depart Hamilton Marketplace for Trenton. Eight continue on to the Princeton Care Center. The first bus departs Hamilton Marketplace at 6:16 a.m. while the last bus departs at 11:11 p.m. The average travel time from Hamilton Marketplace to the Princeton Care Center is approximately 1 hour and 40 minutes. On Saturdays, 13 buses make the trip to Trenton and continue on to the Princeton Care Center.

The #609 bus operates from Quaker Bridge Mall in Lawrence Township to the NJDOT headquarters in Ewing Township. This bus serves communities within the study area along Quaker Bridge Road and Mercerville-Edinburg Road. There are 51 weekday buses that serve a section of Hamilton Township within the study area. The average travel time for the entire length of this bus line is approximately 54 minutes. On Saturdays, 48 buses serve this area.

NJ 33 Corridor Study 21

NJ Transit Rail The Hamilton Rail station is located on Sloan Avenue near I-295 just east of the study area. This station facilitates direct connection to communities along NJ Transit’s Northeast Corridor. Twelve NJ Transit trains bound for Penn Station, New York, serve this station in the AM peak period (5:41 a.m. – 8:15 a.m.). Seventeen trains provide return service in the PM peak period between 5:01 p.m. and 8:02 p.m. The station has a total of 1,904 parking spaces of which 28 are reserved for ADA customers. Occupancy levels on weekdays are at 100 percent. NJ Transit also provides connection to Amtrak, SEPTA and the River Line from the Trenton rail station to Philadelphia and points south.

22 NJ 33 Corridor Study

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NJ 33 Corridor Study 23

WINDFALL EAST WINDSOR TWP. COLLINS RD HUGHES MACON DR PAXSON AVE HAMILTON TWP. RouteFT 33 Corridor Study EAST WINDSOR TWP. WOODCRO MONROE STRATFORD QUAKER BRIDGE RD Morgan E.S. MERCERVILLE-EDINBURG RD MOUNT DR WASHINGTON TWP. HOLT AVE n RD Map 4: Transit Services BERREL AVE COLDSPRING SHERWOOD

RD CORSON AVE

E STATE ST EXT

FLOCK RD Schools/Community Services

533 RD RD DR Parks ABBOTT FLOCK RD DR AZALEA WAY 295 NJTRANSIT Bus Routes ¨¦§ REGINA PASADENA DR RD Route 603 535

AVE ARROWWOOD Route 609

HILLHURST AVE

HOLLYKNOLL DR APPLEGATE COMBS Route 606

AVE

AVE LANSING

CRESTWOOD DR N. HAMILTON AVE CONCORD n

SHERIDAN RD AUDREY

Mercerville E.S.

Our Lady

AVE

of Sorrows ALTON E.S. n FLORISTER DR DR Sayen HUTCHINSON

WEGNER AVE VINCENT AVE

WILSON WILSON McADOO McADOO NOTTINGHAM WAY MARSHALL DANIELS AVE Gardens AVE ZIEGLERS LN HOOVER HOOVER n CLIFFORD AVE STACY AVE Pond Road M.S. AVE 618 Fred Sayen RD Park POND 33 RD (! N NANCY DR

AVE WINSLOW AVE MIR

E COMPTON

AVE Y B

D CRESCENT AV MAPLE SHADE AVE GRAYSON ON ST ROOK FERNWOO SHADY L NOTTINGHAM

WEST AVE AVE HARTMAN DR

LANDER DR WA LOWELL Y AVE n RD

AVE COLEMAN AVE Accredited WAY SAYBROOK n Evening H.S. BRINER LN SUNSET BLVD Sunset Manor ON AVE EVERGREEN EAT MERCER Park ILTON Sayen E.S. PARK TRENTON ACRES DR E DEERWOOD DR AV

LLE-WHITEHORSE RD

GREGORY DR E

ELMORE ST

AVE AV AVE

AVE SUNSET

MERCERVI MATTHEW DR

SHELLEY LN

STOCKTON DR RD AVE SHAWNEE HERBERT NATRONA

ESTATES BLVD BLVD FOY BURTIS AVE DR JARVIE DR (!33 N CREST AVE

KLOCKER AVE RD

DR

BRANFO

AVE RD

WICKWOM AVE

ENDICOTT

IMPERIAL

DR E-EDINBURG AVE 618 DR

FORMAN DR INSVILL RD Langtree E.S. DR

WASHINGT RD CREST n ROBB NOTTINGHAM ANDERSON BROWN 526

WHATLEY n ON LAMONT MARK TWAIN MARIO

St. Gregory the Great E.S. LN KLOCKER DR WAY BLVD

HAMILTON SQUARE - WHITE HORSE RD

RD 533 AVE DVILLE

YAR GREAT WALT W HITMAN OAK RD CYPRESS LN WAY

LIMEWOOD DR INNOCENT DR ESTA SURREY Emily C. Reynolds M.S. TES

FARMBROOK n DR DR

BLVD (!33

DR n CARL SANDBERG ¤£130 Alexander E.S. (!33 295 ¨¦§ v® n WASHINGTON TWP. SHARON HAMILTON TWP. Robert Wood Johnson Univ. Hamilton East-Steinert H.S. Hospital at Hamilton

DR

ALBEMARLE RD

Hamilton CONRAIL Golf Center STRATTON 526 ROBBINSVILLE-ALLENTOWN

RD

MUNICIPAL DR CYPRESS Veterans Park KLOCKER LN

Library KRISTIN TUDOR DR VALERIE LN 130 DR ¤£ WAY Police H.Q. DWIER Municipal Court RAY

Scale: 1” = 500’ GEORGE DYE MARLON POND RD

O RD TRELLIS Delaware Valley AVE

Regional Planning Commission HIBISCUS LN June 2006 KUSER DR PETER RAFFER

Sources: Bus Routes - NJ Transit YARDVILLE TY DR

NOR

619 SQUARE - WHITE HORSE RD 24 NJ 33 Corridor Study

3.6 Bicycle and Pedestrian Facilities and Amenities

Bicycling and walking are viable alternatives to driving for certain trips. Bicycle trips are most appropriate for trips of five miles or less, while most pedestrian trips are usually of a half-mile or less. Bicycling and pedestrian activity is most successful in an environment that is safe and attractive, with convenient facilities and amenities.

In an attempt to rate and rank the suitability of arterials within the study area for bicycle and pedestrian routes, a quantitative model was applied that evaluated selected highway segments and pedestrian corridors within the study area.

Methodology The Bicycle Level of Service (BLOS) is a statistically generated model used to determine the level of service provided to bicycle users in a shared road environment. Similarly, the Pedestrian Level of Service (PLOS) is a statistically generated model used to determine the level of service provided to pedestrians. The software model developed by Bruce W. Landis in collaboration with Florida metropolitan planning organizations (MPOs), and Florida DOT, provides a statistically reliable method of evaluating bicycle and pedestrian conditions. The BLOS and PLOS models rate bicycling suitability or compatibility based on a combination of roadway width, shoulder width, striping patterns, daily traffic volume, pavement surface rating, speed limit and the presence of sidewalks and on-street parking. More specific parameter ranges as noted in the “Bicycle Roadway Suitability/Compatibility Using the Bicycle LOS Software” user’s manual are below.

The BLOS model was developed using roads with the following parameter ranges:

• Through lanes per direction : 1 to 3 (2- to 6-lane roads) • Width of outside travel lane, to outside stripe : 10 to 16 feet • Paved shoulder or bike lane, outside lane stripe to pavement edge : 0 to 6 feet (no rumble strips) • Bi-directional traffic volume : 550 to 36,000 ADT (Average Daily Traffic) • Posted speed limit : 25 to 50 mph • Percentage of heavy vehicles : 0 to 2 percent • FHWA's pavement condition rating : 5 (very good) to 2 (poor) • A wide range of development types and parking conditions

The result of the BLOS and PLOS models are generated in numerical score from 0 to 5.5. The numbers are broken up into six letter grade categories “A, B, C, D, E, and F” according to the ranges shown in Table 3. A ranking of “A” is the most compatible rating while a ranking of “F” denotes more unfavorable conditions that have minimal comfort for users. The model is only sensitive to the factors found to be statistically significant and the level of accuracy is highest when applied to

NJ 33 Corridor Study 25

smaller distances. While the method is statistically reliable for grading roads for their level of service, the model does not provide any information to improve roadway conditions for bicycle suitability or pedestrian use.

Table 3: Bicycle Level of Service

Level-Of-Service BLOS Score A <1.5 B >1.5 and <2.5 C >2.5 and <3.5 D >3.5 and <4.5 E >4.5 and <5.5 F >5.5 Source: Transportation Research Board, 1997

The BLOS and PLOS Models were applied to 23 major roadway segments along the Route 33 corridor of Hamilton and Washington townships. Roadway data such as road and shoulder widths, number of lanes, posted speed limits and pavement ratings were obtained from field observations and NJDOT’s Straight Line Diagrams. The AADT was obtained from NJDOT traffic data and recent DVRPC traffic counts.

Bicycle Level of Service

Field Observations Field views were conducted to identify existing conditions that would provide the necessary information as inputs to the model.

At the time of observation, the study area contained no bicycle routes. Some roadways had wide shoulders that sometimes contained debris. Some storm grates were of a design that could create potentially hazardous riding conditions. There was an absence of bicycle racks and lockers throughout the corridor. On- street parking in the area was negligible and therefore did not factor in the BLOS calculations.

BLOS Findings All of the roadway segments measured by the model gave a BLOS rating of C and below (Map 5). The highest rated BLOS roadway segments were on Estates Boulevard from Yardville Road to George Dye Road with a BLOS score of 3.43 (C). Estates Boulevard from George Dye Road to Limewood Drive, Estates Boulevard from Klockner Avenue to Hamilton Square-Whitehorse Road, and Pond Road from Pond Road to Hutchinson, all had a BLOS score of 3.59 (D). The lowest rated road segment was NJ 33 from Yardville US 130 with a rating of 5.01 (E).

26 NJ 33 Corridor Study

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NJ 33 Corridor Study 27

WINDFALL EAST WINDSOR TWP. COLLINS RD HUGHES RD

E RD MACON DR PAXSON HAMILT RouteFT 33 Corridor Study WINDSOR TWP. ON TWP. EAST WOODCRO MONROE STRATFORD QUAKER BRIDG Morgan E.S. MERCERVILLE-EDINBURG RD HINGTON TWP. MOUNT DR WAS HOLT AVE n Map 5: Bicycle Level of Service

BERREL AVE COLDSPRING SHERWOOD RD

CORSON AVE

AV E STA

E TE ST EXT FLOCK

RD Schools/Community Services 533 Parks RD RD DR ABBOTT FLOCK DR AZALEA WAY BLOS Score 295 REGINA PASADENA ¨¦§ RD RD C 535

AVE ARROWWOOD

HILLHURST AVE AVE AVE D

HOLLYKNOLL DR APPLEGATE COMBS Planned Bicycle

AVE

AVE LANSING

CRESTWOOD DR E Routes DR N. HAMILTON CONCORD n

SHERIDAN RD AUDREY

Mercerville E.S.

Our Lady

of Sorrows ALTON E.S. n FLORISTER DR DR Sayen HUTCHINSON

WEGNER AVE

AVE VINCENT AVE

WILSON WILSON McADOO McADOO NOTTINGHAM WAY MARSHALL DANIELS AVE Gardens AVE ZIEGLERS LN HOOVER HOOVER n

CLIFFORD STACY AVE RD Pond Road M.S. 618 Fred Sayen AVE Park POND (!33 RD NANCY DR

AVE WINSLOW MIR

AVE COMPTON AVE Y B

CRESCENT MAPLE SHADE GRAYSON AVE ST ROOK FERNWOOD SHADY LN NOTTINGHAM

WESTON AVE HARTMAN DR WA RD

LANDER DR LOWELL AVE Y n AVE

AVE COLEMAN AVE AVE Accredited WAY SAYBROOK R n Evening H.S. BRINER LN SUNSET BLVD Sunset Manor EVERGREEN EATON AVE ST MERCER Park ILTON Sayen E.S. PARK TRENTON ACRES DR DEERWOOD DR AVE

LLE-WHITEHORSE RD

GREGORY D ELMORE AVE AVE

ON AVE

SUNSET AVE

MERCERVI MATTHEW AVE T SHELLEY LN STOCKT DR RD AVE SHAWNEE HERBER

NATRONA AVE

BLVD ESTATES BLVD BURTIS FOY DR JARVIE DR

N CREST (!33 DR KLOCKER AVE RD

DR

E BRAN FORD AV G

WICKWOM AVE

ENDICOTT DINBUR

IMPERIAL

DR AVE 618 LE-E

FORMAN DR INSVIL RD Langtree E.S. DR

WASHINGT RD CREST n ROBB NOTTINGHAM WA ANDERSON BROWN DR 526

WHATLEY n ON BLVD LAMONT MARK TWA MARIO IN KLOCKER DR St. Gregory the Great E.S. LN

HAMILTON SQUARE - WHITE HORSE RD Y

533 AVE RD DVILLE DR

YAR GREAT WALT WHITMAN WA OAK RD CYPRESS LN Y

LIMEWOOD INNOCENT DR ESTA SURREY DR Emily C. Reynolds M.S. TES

FAR DR n MBROOK

BLVD (!33 DR n CARL SANDBERG ¤£130 Alexander E.S. (!33 295 ¨¦§ v® n WASHINGTON SHARON HAMILTON TWP. Robert Wood Johnson Univ. Hamilton East-Steinert H.S. Hospital at Hamilton

DR

ALBEMARLE RD

TWP Hamilton CONRAIL

Golf Center . STRATTON 526 DR ROBBINSVILLE-ALLENTOWN

RD

MUNICIPAL CYPRESS Veterans Park DR KLOCKER LN

Y Library KRISTIN TUDOR 130 VALERIE LN ¤£ Police H.Q. WA Municipal Court RAY DWIER DR MARLON POND RD Scale: 1” = 500’ GEORGE DYE O TRELLIS Delaware Valley AVE

Regional Planning Commission HIBISCUS LN June 2006 KUSER DR PETER RAFFERTY YARDVILLE RD DR

NOR

619 SQUARE - WHITE HORSE RD 28 NJ 33 Corridor Study

Proposed Improvements Several factors can improve the BLOS rating for roads and increase overall bicycle safety and compatibility conditions.

• Streets with wider shoulders can be repainted to create bicycle lanes (at least four feet in width in each direction) and still allow room for a shoulder or buffer between the road and sidewalk. Where appropriate, right-of-way for a bicycle lane can also be carved from the buffer between the sidewalk and the curb.

• In some cases, general-purpose travel lanes can be narrowed to 11 or 12 feet to accommodate the added bicycle lanes. The narrowed lanes will reduce vehicle speeds, which can increase safety and raise awareness for a bicycle rider’s presence. On certain segments of NJ 33, a reduction in lane width and buffer width could provide the required space for a bicycle lane. Possible location for a bike lane

• Secure and convenient bicycle parking facilities can be built to better accommodate those who use bicycles for commuting or recreational purposes. Bicycle racks are freestanding structures that provide a secure location for bicycles. A single bike rack can generally provide storage for several bicycles. These areas should be well lighted and in full view from the surrounding area.

• Back-in parking reduces accidents from cars backing out into through traffic. Where head-in parking now exists along potential bicycle routes, back-in parking should be considered.

Proposed Bicycle Routes

According to the NJ Statewide Bicycle and Pedestrian Master Plan, an extensive and integrated bicycling and walking infrastructure is essential in providing nonmotorized connections between residential areas and schools, parks, businesses, downtown and transit stations. One way of encouraging bicycle use is to provide an interconnected network of clearly designated bicycle routes. These routes can provide a viable alternative to the use of the automobile for local travel. The following proposed on-street routes have been identified for the study area (Map 5).

NJ 33 Corridor Study 29

Nottingham Way – Sections of Nottingham Way are recommended for bicycle lane development. The selected segment begins at the Five Corners intersection, which acts as a transportation hub with three NJ TRANSIT bus routes (603, 606 and 609). The route continues eastwards until it terminates at St. Gregory the Great Elementary School near NJ 33. Nottingham Way has a lower traffic volume ranging from 7,000 to approximately 10,000 ADT in contrast to volumes ranging from 9,000 to 20,000 ADT on NJ 33. The Nottingham Way segment has a pavement width of 19 feet in each direction. Five feet can be allocated from each shoulder for a bicycle lane, leaving 14 feet for a traffic lane and a shoulder or buffer. This would link three regional bus routes through this east to west artery connecting Hamilton Township to Washington Township. Nottingham Way could then act as the spine of a planned network of bicycle routes through the area. The parallel NJ 33 is not recommended as a bicycle route because the road serves higher volumes of traffic and offers minimal amounts of space to support safe bicycle riding.

CR 533 – This is the main north to south route through Hamilton Township. CR 533 is 18 feet in width per direction with a single lane from the Five Corners area, traveling north. The route from Five Corners traveling south is 24 feet wide with two lanes per direction. Both of these road segments have adequate space to accommodate a four-foot bicycle lane in each direction. The lanes would begin at Kuser Road near the public library, police station and municipal complex and travel north to Flock Road. Traffic volume on CR 533 ranges from 10,000 to 16,000 AADT. The proposed bicycle route would connect Klockner Avenue with Nottingham Way as part of a comprehensive bicycle network.

Klockner Avenue – is a major east to west route though Hamilton Township and into Washington Township. Klockner Avenue alternates between three and four continuous lanes but remains a constant 25 feet per direction, including a large shoulder that varies in width. Due to the lower level of traffic volume found on this road (between 2,000 and 8,000 AADT), lanes can be re-striped to allow for four feet per direction for bicycle lanes. The bicycle lanes could begin at or near CR 533 and run parallel to Veterans Park and terminate at Yardville-Hamilton Square Road at the Hamilton East-Steinert High School. This route would provide access to Veterans Park from the nearby residential areas. This route also would encourage students to travel by bicycle from homes in the neighborhood to the nearby Hamilton East-Steinert High School. Klockner Avenue from George Dye Road to Yardville Road gives residents access to Hamilton East-Steinert School in a similar pattern. Four feet can be allocated from each direction to accommodate bicycle travel from this residential area to Hamilton East-Steinert School and Yardville-Hamilton Square Road.

Hamilton Square-White Horse Road – This road parallels CR 533 and Yardville- Hamilton Square Road while linking residential neighborhoods with Nottingham Way and Route 33. Hamilton Square-White Horse Road is between 22 and 24 feet wide including a nine-foot shoulder to accommodate one lane of traffic per

30 NJ 33 Corridor Study

direction. There is sufficient room to carve four feet from the shoulder and travel lane to accommodate a bicycle lane in each direction along this road. The AADT for the segment between Kuser Road and Nottingham Way ranges from 1,600 to 5,000. The bicycle lanes could begin from Kuser Road and travel north until the road terminates at the intersection with Nottingham Way. This would provide bicycle access to Veterans Park, Robert Wood Johnson University Hospital and connect with the bicycle network at Klockner Avenue and Nottingham Way.

Yardville-Hamilton Square Road – This road intersects with Nottingham Way and Klockner Avenue. It has two continuous lanes with each lane measuring an average of 25 feet per direction in width. Yardville-Hamilton Square Road would be the final piece of the bicycle network for Hamilton Township. The route could begin from Briarwood Drive next to a residential development and travel north along Veterans Park, Hamilton East-Steinert High School, and Emily C. Reynolds Middle School and terminate at the intersection with the proposed bicycle route at Nottingham Way. The daily traffic for this segment of Yardville Road is approximately 8,000.

Pedestrian Level of Service

The Pedestrian Level of Service (PLOS) is a measure that quantifies pedestrian perception of safety and comfort.

Field Observations The majority of the sidewalks studied are four feet wide; however, in some places they are as much as seven feet wide. Similarly, buffer widths range from two to 10 feet, and shoulder widths are up to 12 feet in width. Often, sidewalks are poorly maintained, overgrown with vegetation, and noncontinuous (see right). In some areas, neither sidewalks nor wide shoulders exist to

facilitate pedestrian traffic. Sidewalks in front Incomplete sidewalk of stores and shopping centers on NJ 33 are often noncontiguous and deficient. From field observation, are a large number of auto body shops and car dealerships along the NJ 33 corridor. Sidewalks of these establishments are often deficient and are sometimes used as an extension of the parking lot. In residential areas, sidewalks exist on only one side of the street, or alternate between sides. Throughout the study area there are many driveways and room for on-street parking.

NJ 33 Corridor Study 31

General Problem

. The study area is inconsistent in the amenities provided for pedestrian traffic. Sidewalks along NJ 33, where available, are narrow and poorly maintained. Retail owners provide varying degrees of pedestrian accessibility (see left), and oftentimes parking lots and driveways must be crossed to reach stores. The corridor lacks the aesthetics and streetscaping necessary to entice pedestrian traffic. The Lack of separation of vehicular and NJ 33 corridor often has the characteristics pedestrian traffic of a highway commercial area rather than a residential, retail mixed-use area. Although the area consists of several housing developments, there is a lack of connectivity between residential areas, retail areas, and schools. Some of the more problematic intersections include NJ 33 and George Dye Road, NJ 33 and Yardville Road, and NJ 33 and Hamilton Avenue.

PLOS Findings Throughout the corridor, levels-of-service ranged in rank from “A” to “D,” with “A” being the best score and “F” being the worst (Table 4). The portions of Estates Boulevard from Klockner Avenue to Hamilton Square-Whitehorse Road and from Yardville Road to Limewood Drive received a score of 1.39 (A) (Map 6). Several road segments received B rankings, including Mercer Avenue north of Nottingham Way, Washington Boulevard north of Route 33, George Dye Road south of Route 33, Klockner Avenue from Mercerville-Whitehorse Road to Hamilton Square-Whitehorse Road, and on Hamilton Square-Whitehorse Road south of Klockner Avenue. Those receiving C-level rankings included Nottingham Way, Route 33 from 295 to Yardville Road, Quaker Bridge Road north of Nottingham Way, Hamilton Square-Whitehorse between Klockner Avenue and Nottingham Way, Yardville Road south of Route 33, Klockner Avenue west of Mercerville-Whitehorse Road, and Mercerville-Whitehorse Road south of Klockner Avenue. Segments receiving a D ranking were Mercerville- Whitehorse between Klockner Avenue and Nottingham Way, Route 33 east of Yardville Road, Klockner Avenue east of Hamilton Square-Whitehorse Road, and Yardville Road south of Klockner Avenue.

32 NJ 33 Corridor Study

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NJ 33 Corridor Study 33

WINDFALL EAST WINDSOR TWP. COLLINS RD HUGHES RD MACON DR PAXSON HAMILTON RG RD Route 33 Corridor Study EAST WINDSOR TWP. WOODCROFT MONROE STRA QUAKER BRIDGE RD Morgan E.S. MERCERVILLE-EDINBU MOUNT WASHINGTON TWP. HOLT TFORD TWP. AVE n Map 6: Pedestrian Level of Service

BERREL COLDSPRING RD SHERWOOD DR

CORSON

AV

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619 SQUARE - WHITE HORSE RD 34 NJ 33 Corridor Study

Proposed Improvements • Require retail owners to provide and maintain sidewalks in front of their stores. The Federal Highway Administration (FHWA) and the Institute of Transportation Engineers (ITE) recommend sidewalks of at least five feet in width – although they should be wider near schools, transit stops, and downtown areas. • Sidewalks should exist on both Absence of sidewalks sides of the street, extend continuously, and be accessible to those in wheelchairs. If the sidewalk ends and continues on the other side of the street, a crosswalk should be provided for safe access. • Along with sidewalks, buffers of four to six feet in width are necessary between the sidewalk and road shoulder. Bike lanes or areas of parked cars act as buffer zones as well. • Widen existing sidewalks, buffers, and shoulders to provide adequate space for pedestrians to pass one another while ensuring a sense of distance from the dangers of vehicle traffic. This will also constrain the roadway to slow traffic speeds. • Plant trees along buffers and integrate street furniture (such as Sidewalk should be of adequate width benches) into the more traveled retail areas in order to draw pedestrians and introduce a sense of community among the various distinct developments. • Integrate raised medians and gateways that will lend to the community feel. • Adequate street lighting not only creates a sense of security among shoppers, but also adds to the aesthetics of an area. Fixtures should be designed to illuminate both roadways and sidewalks, and should provide a consistent level of lighting. Mercury vapor, incandescent, or less expensive high-pressure sodium lighting is preferable at the pedestrian level. • Introduce pedestrian signals with features like electronic countdowns and scramble periods. Both the countdown, which shows the walker how much time he has left to cross, and the scramble period, which allows a separate phase in which vehicles are stopped and pedestrians can travel freely through the intersection, provide pedestrians with safer crossing alternatives on busier roads.

NJ 33 Corridor Study 35

• Retract stop bars from busy intersections by 30 feet, thus ensuring clear crosswalks that are farther from the waiting vehicle traffic. • Pedestrian-friendly crosswalks are necessary, especially in areas where people are most likely to cross illegally. An example would be a raised crosswalk, which makes a pedestrian more visible to a vehicle while also acting as a speed bump. Pavement markings and bright signs can be used to alert motorists to pedestrians in the roadway. • Curb extensions would improve sidewalk safety in school zones by physically distancing children from moving traffic in the street while making students more visible to the drivers. • Bike lanes should be considered in school areas to promote bicycle travel and to distance cars from pedestrians. • Better signage is important especially in school areas as well as areas with large senior populations. • There should be a continuous curb Absence of curbs along NJ 33. This will provide a measure of safety by separating motor vehicles from pedestrians.

Area-wide Bicycle and Pedestrian Improvements

• Enact zoning that allows mixed-use neighborhood centers that are within biking distance of residential areas. Commercial and office development should be permitted to exist closer to residential areas. They should be designed to accommodate bicycling and walking to and within the site. • Lessen the dependency on motor vehicles by creating linkages between neighborhoods and public services with public transit. • Provide safe conditions for bicycling and walking through education to motorists, bicyclists and pedestrians. • Adopt and implement the appropriate recommendations for action in the NJ Bicycle and Pedestrian Master Plan.

36 NJ 33 Corridor Study

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NJ 33 Corridor Study 37

4.0 TRAVEL FORECAST

Regional travel simulation models are used to forecast future travel patterns. These travel forecasts utilize population and employment data, land use and transportation network characteristics to simulate trip-making patterns throughout the region.

4.1 Introduction

This study presents current (2000-2004) traffic counts and 2025 traffic forecasts for a no-build and four build alternatives for the NJ 33 corridor. The build alternatives include one or more concepts developed by the New Jersey Department of Transportation’s consultant (Glatting Jackson Kercher Anglin Lopez Rinehart, Inc.) to reduce congestion on NJ 33 and increase mobility in the NJ 33 study corridor. DVRPC believed the concepts were promising because they satisfied two conditions that were going to be essential for any successful NJ 33 congestion reduction strategy: 1) They were relatively low-cost to implement, and 2) They did not require widening NJ 33. DVRPC therefore agreed to use its travel demand model to test the performance of the concepts.

The focus of the concepts is improvement of the local road network adjacent to the primary facility, NJ 33, to provide alternate routes for travel. Most of the concepts describe connector roads that tie together isolated sections of the local road network or relief roads that operate parallel to NJ 33.

Build Alternative 1 considers five concepts, including two connector roads and two relief roads. The two connector roads connect the existing sections of Estates Boulevard and Flock Road, respectively. One of the relief roads is located east of the I-295 interchange, and the other is located at the Nottingham Neighborhood, between Shady Lane and Paxson Avenue. The fifth concept is a northbound I-295 ramp from westbound NJ 33.

Build Alternative 2 retains all the concepts from Build Alternative 1, except the Flock Road Connector. To these, it adds two connector roads that connect the existing sections of Paxson Avenue and Cypress Lane, respectively. The Kuser Road Connector to the NJ 33 Bypass is also included.

Build Alternative 3 is an alternative design of the NJ 33 Bypass. The intersection of NJ 33 and Nottingham Way west of Washington Boulevard is removed; instead, NJ 33 follows a new alignment to the bypass. A spur from Washington Boulevard to Nottingham Way is also added.

Build Alternative 4 is a connector from Estates Boulevard to the NJ 33 Bypass. The Estates Boulevard Connector from Build Alternatives 1 and 2 is also included.

38 NJ 33 Corridor Study

This traffic study was necessary to determine the potential of the concepts under traffic conditions that reflect projected growth in NJ 33 traffic volumes. In addition, traffic projections were made for selected arterial and local roadway links throughout the study area to estimate the impact of the proposed local road network improvements. This analysis was conducted by DVRPC as part of a cooperative agreement with the New Jersey Department of Transportation and its consultants.

The DVRPC travel demand model was used to estimate future traffic volumes for NJ 33 and for impacted streets and highways in the corridor. An enhanced assignment technique focused on a detailed study area was then used to produce corridor-level highway forecasts. This focused simulation process allows the use of DVRPC regional simulation models and increases the accuracy and detail of the travel forecasts within the detailed study area. At the same time, all existing and proposed highways and transit lines throughout the region, and their impact on both regional and interregional travel patterns, become an integral part of the simulation process.

The focused simulation process involved adding missing local streets to the network. Simulation zones inside the study area were subdivided so that traffic from existing and proposed land use developments could be loaded directly onto the network. The model’s highway network within the study area was reviewed and modified as needed to reflect the detailed nature of the traffic improvements to be tested.

Section 4.2 of this chapter documents the existing physical characteristics of NJ 33 as well as parallel and intersecting roadways in the study corridor. Included are brief descriptions of existing land use and the physical characteristics of the study area roadways. Current daily traffic volumes throughout the study area are also presented in this section.

Section 4.3 of this chapter presents and explains the travel forecasting methodology, with a brief discussion of the focused traffic simulation model used to develop traffic projections. The regional demographic and employment forecasts and corridor-specific future development proposals, which form the basis for the traffic forecast, are also presented.

Section 4.4 of this chapter presents, in detail, the improvement alternatives that are part of this study as well as an analysis of the travel forecasts. These forecasts represent projected 2025 daily traffic volumes for the corridor and the surrounding network under each of the improvement alternatives. The analysis presents an explanation of how traffic patterns and flows change between the build alternatives and the no-build.

NJ 33 Corridor Study 39

4.2. NJ 33 Corridor Traffic Study

The study area includes portions of Hamilton and Washington townships. Land uses in Washington are beginning to intensify and increase in density as a result of residential and commercial development. Hamilton is largely built out, but continues to experience steady in-fill development. NJ 33 provides the main access route from/to US 130 and I-195 for traffic destined for locations in Hamilton and the west side of Washington. It is also an important access route for I-295. One purpose of this study is to determine the potential of the concepts developed by NJDOT’s consultant to provide relief to NJ 33, which is becoming increasingly congested. The concepts include construction of relief roads and connector roads to complete the fragmented local road network. If the local road network is built up, traffic may divert from NJ 33 to these alternate routes and mobility in the NJ 33 study corridor may improve.

A. Current Traffic Demand

In order to determine the current traffic demand, DVRPC used counts provided by Urban Engineers. They conducted a traffic counting program within the study corridor in 2003-2004. Daily traffic volumes were collected at 11 locations. Additional counts were provided by Parsons Brinckerhoff, who had conducted a traffic counting program within the study corridor in 2000-2001 for the Route 33 Realignment Traffic Study. All traffic counts were seasonally adjusted to represent average annual daily traffic (ADT) conditions.

Average daily volumes on NJ 33 reach a peak of 29,500 on the four-lane section east of I-295, at the intersection with Hamilton Avenue. Traffic volume on NJ 33 between the two Nottingham Way intersections ranges between 19,000 and 21,000. East of Washington Boulevard, ADT volume drops to 18,000. Nottingham Way, which acts as a relief road for NJ 33, carries traffic volumes of 9,990 west of Yardville-Hamilton Square Road, and 11,500 east of it. US 130 carries 26,300 north of NJ 33 and 29,100 south of NJ 33. I-195 carries 50,100 between the Yardville/Hamilton Square and Bordentown/New Brunswick (US 130) interchanges. Average daily volume on I-295 is 63,300 north of NJ 33. Under the current configuration, Washington Boulevard carries moderate traffic volumes of 6,300 AADT.

4.3. Travel Forecasting Procedures

Regional travel simulation models are used to forecast future travel patterns. They utilize a system of traffic zones that follow census tract and block group boundaries and rely on demographic and employment data, land use, and transportation network characteristics to simulate trip-making patterns throughout the region. NJ 33 serves local, regional, and long-distance travelers.

40 NJ 33 Corridor Study

For the NJ 33 Corridor Traffic Study, a focused simulation process is employed. A focused simulation process allows the use of DVRPC's regional simulation models, but includes a more detailed representation of the study area. Local streets are not included in the regional network, but are of interest in this study. They are added to the highway network. Traffic zones inside the study area are subdivided so that traffic from existing and proposed land-use developments may be loaded more precisely on the network.

The focusing process increases the accuracy of the travel forecasts within the detailed study area. At the same time, all existing and proposed highways and public transportation facilities throughout the region, and their impact on both regional and interregional travel patterns, become an integral part of the simulation process.

A. Socioeconomic Projections

DVRPC's long-range population and employment forecasts are revised periodically to reflect changing market trends, development patterns, local and national economic conditions, and available data. The completed forecasts reflect all reasonably known current information and the best professional judgment of predicted future conditions. The revised forecasts – adopted by the DVRPC Board on February 22, 2005 – reflect an update to municipal forecasts that were last completed in February 2002.

DVRPC uses a multistep, multisource methodology to produce its population and employment forecasts at the county level. County forecasts serve as control totals for municipal forecasts, which are disaggregated from county totals. Municipal forecasts are based on an analysis of historical data trends adjusted to account for infrastructure availability, environmental constraints to development, local zoning policy, and development proposals. Municipal forecasts are constrained using density ceilings and floors. County and, where necessary, municipal input is used throughout the process to derive the most likely population and employment forecasts for all geographic levels.

1. Population Forecasting

Population forecasting at the regional level involves review and analysis of six major components: births, deaths, domestic in-migration, domestic out-migration, international immigration, and changes in group quarters populations (e.g. dormitories, military barracks, prisons, and nursing homes). DVRPC uses both the cohort survival concept to age individuals from one age group to the next, and a modified Markov transition probability model based on the most recent US Census and the US Census' recent Population Estimates program to determine the flow of individuals between the Delaware Valley and the outside world. For movement within the region, Census and IRS migration data coupled with Population Estimates data are used to determine migration rates between

NJ 33 Corridor Study 41 counties. DVRPC relies on county planning offices to provide information on any known, expected, or forecasted changes in group quarters populations. These major population components are then aggregated and the resulting population forecasts are reviewed by member counties for final adjustments based on local knowledge.

2. Employment Forecasting

Employment is influenced by local, national, and global political and socioeconomic factors. The Bureau of Economic Analysis provides the most complete and consistent time series data on county employment by sector, and serves as DVRPC's primary data source for employment forecasting. Employment sectors include mining, agriculture, construction, manufacturing, transportation, wholesale, retail, finance/insurance, service, government, and military. Other supplemental sources of data include the US Census, Dun & Bradstreet, Bureau of Labor Statistics= unemployment-insurance-covered employment (ES 202), Occupational Privilege Tax data, and other public and private sector forecasts. As in the population forecasts, county-level total employment is used as a control total for sector distribution and municipal level forecasts. Forecasts are then reviewed by member counties for final adjustments based on local knowledge.

3. NJ 33 Corridor Traffic Study Area Socioeconomic Forecasts

As part of the NJ 33 Corridor traffic study, DVRPC staff reviewed its most recent current population and employment estimates, as well as its 2025 long-range population and employment forecasts. The consultants contacted the planning and zoning departments in Hamilton and Washington townships and collected the development proposals on file as well as those being contemplated. The magnitude of population and/or employment growth associated with each proposal was reviewed by DVRPC staff and compared to the expected growth in the Board-adopted forecast for each municipality in the study area. Based on this review, DVRPC developed revised 2025 municipal-level population and employment forecasts for use as inputs to the traffic simulation models. Table 4 summarizes the population and employment forecasts used for the NJ 33 Corridor Traffic Study.

42 NJ 33 Corridor Study

Table 4. Population and Employment in the NJ 33 Corridor Traffic Study Area Population Employment 2000 2025 2000-2025 Change 2000 2025 2000-2025 Change Municipality Census Forecasted Absolute Percent Census Forecasted Absolute Percent

Hamilton Township 87,109 96,456 9,347 10.7% 33,104 37,099 3,995 12.1% Washington Township 10,275 15,080 4,805 46.8% 3,604 5,974 2,370 65.8% Subtotal Study Area 97,384 111,536 14,152 14.5% 36,708 43,073 6,365 17.3% Remainder Mercer County 253,368 280,411 27,043 10.7% 184,207 209,993 25,786 14.0% Mercer County Total 350,752 391,947 41,195 11.7% 220,915 253,066 32,151 14.6%

Source: DVRPC, 2006

In 2000, there were approximately 97,384 residents and 36,708 jobs within the NJ 33 Corridor study area. Hamilton Township is the largest municipality by population in the county. It is the second largest job center in the county, after Trenton. Growth in both population and employment, at rates slightly higher than in the county as a whole, is forecast for this area. By 2025, the study area is expected to add more than 14,000 new residents and over 6,000 additional jobs, increases of 15 and 17 percent, respectively. A disproportionate amount of the growth will occur in Washington Township, with Hamilton Township growing slowly, but remaining relatively stable into the future.

B. DVRPC’s Travel Simulation Models

DVRPC's travel models follow the traditional steps of trip generation, trip distribution, modal split, and traffic assignment. However, an iterative feedback loop is employed from traffic assignment to the trip distribution step. The feedback loop ensures that the congestion levels used by the models when determining trip origins and destinations are equivalent to those that result from the traffic assignment step. Additionally, the iterative model structure allows trip making patterns to change in response to changes in traffic patterns, congestion levels, and improvements to the transportation system. The DVRPC travel simulation process uses the Evans Algorithm to iterate the model. Evans re-executes the trip distribution and modal split models based on updated highway speeds after each iteration of highway assignment and assigns a weight (λ) to each iteration. This weight is then used to prepare a convex combination of the link volumes and trip tables for the current iteration and a running weighted average of the previous iterations. This algorithm converges rapidly to the equilibrium solution on highway travel speeds and congestion levels. About seven iterations are required for the process to converge to the equilibrium state for NJ 33 travel patterns. After equilibrium is achieved, the weighted average transit trip tables are assigned to the transit networks to produce link and route passenger volumes.

NJ 33 Corridor Study 43

1. Separate Peak, Midday, and Evening Models

The DVRPC travel simulation models are disaggregated into separate peak, midday, and evening time periods. This disaggregation begins in trip generation where factors are used to separate daily trips into time-period specific travel. The enhanced process then utilizes completely separate model chains for peak, midday, and evening travel simulation runs. Time-of-day-sensitive inputs to the models, such as highway capacities and transit service levels, are disaggregated to be reflective of time-period-specific conditions. Capacity factors are used to allocate daily highway capacity to each time period. Separate transit networks were required to represent the difference in transit service.

The enhanced model is disaggregated into separate model chains for the peak (combined AM and PM), midday (the period between the AM and PM peaks), and evening (the remainder of the day) periods for the trip distribution, modal split, and travel assignment phases of the process. The peak period is defined as 7:00 a.m. to 9:00 a.m. and 3:00 p.m. to 6:00 p.m. Peak period and midday travel are based on a series of factors that determine the percentage of daily trips that occur during those periods. Evening travel is then defined as the residual, after peak and midday travel are removed from daily travel.

External-local productions at the nine-county cordon stations are disaggregated into peak, midday, and evening components using percentages derived from the temporal distribution of traffic counts taken at each cordon station.

2. The Model Chain

The first step in the process involves generating the number of trips that are produced by, and destined for, each traffic zone and cordon station throughout the nine-county region. Origin-destination patterns are then established and trips are proportioned between highway and transit modes. Finally, the most appropriate route for each trip is determined, and traffic volumes are assigned to individual facilities. Figure 1 displays a flowchart of the travel simulation modeling process.

44 NJ 33 Corridor Study

Figure 1: Evans Implementation Using DVRPC’s Regional Simulation Model

TRIP GENERATION

BUILD AND SKIM HIGHWAY NEWORK HIGHWAY TREES SPEED LIMITS

UPDATED HIGHWAY GRAVITY MODEL / TRANSIT SKIMS SPEEDS MODAL SPLIT (SCHEDULED SPEEDS)

TRANSIT / HIGHWAY HIGHWAY TRIP TRIP TABLE IMPEDANCE COMPONENT TABLE

INPUT TO NEXT INPUT TO NEXT HIGHWAY ITERATION ITERATION ASSIGNMENT VIA RESTART VIA RESTART

WEIGHTED AVERAGE WEIGHTED AVERAGE TRANSIT / HIGHWAY HIGHWAY LINK TRIP TABLE VOLUMES / IMPEDANCE IMPEDANCE

CONVERGENCE No ? Yes

USE s TO WEIGHT TOGETHER TRANSIT TRIP TABLES AND ASSIGN

Source: DVRPC Technical Memorandum #2, March 2002

NJ 33 Corridor Study 45

Trip Generation

Both internal trips (those made within the DVRPC region) and external trips (those that cross the boundary of the region) must be considered in the simulation of regional travel.

For the simulation of current and future travel demand, internal trip generation is based on zonal forecasts of population and employment, whereas external trips are extrapolated from cordon line traffic counts and other sources. The latter also include trips that pass through the Delaware Valley region. Estimates of internal trip productions and attractions by zone are established on the basis of trip rates applied to the zonal estimates of demographic and employment data. This part of the DVRPC model is not iterated on highway travel speed. Rather, estimates of daily trip-making by traffic zone are calculated and then disaggregated into peak, midday, and evening time periods.

Evans Iterations

The iterative portion of the Evans forecasting process involves updating the highway-network-restrained link travel speeds, rebuilding the minimum time paths through the network, and skimming the interzonal travel time for the minimum paths. Then the trip distribution, modal split, and highway assignment models are executed in sequence for each pass through the model chain. After convergence is reached, the transit trip tables for each iteration are weighted together and the weighted average table is assigned to the transit network. The highway trip tables are loaded onto the network during each Evans iteration. For each time period, seven iterations of the Evans process are performed to ensure that convergence on travel times is reached.

Trip Distribution

Trip distribution is the process whereby the zonal trip ends, established in the trip generation analysis, are linked together to form origin-destination patterns in trip table format. Peak, midday, and evening trip ends are distributed separately. For each Evans iteration, a series of seven gravity-type distribution models are applied at the zonal level. These models follow trip purpose and vehicle type stratifications established in trip generation.

Modal Split

The modal split model is also run separately for the peak, midday, and evening time periods. The modal split model calculates the fraction of each person-trip interchange in the trip table that should be allocated to transit, and then assigns the residual to the highway side. The choice between highway and transit usage is made on the basis of comparative cost, travel time, and frequency of service, with other aspects of modal choice being used to modify this basic relationship.

46 NJ 33 Corridor Study

In general, the better the transit service, the higher the fraction assigned to transit, although trip purpose and auto ownership also affect the allocation. The model subdivides highway trips into auto drivers and passengers. Auto driver trips are added to the truck, taxi, and external vehicle trips in preparation for assignment to the highway network.

Highway Assignment

For highway trips, the final step in the focused simulation process is the assignment of current or future vehicle trips to the highway network representative of the appropriate scenario. For peak, midday, and evening travel, the assignment model produces the future traffic volumes for individual highway links that are required for the evaluation of the alternatives. The regional nature of the highway network and trip table underlying the focused assignment process allow the diversion of travel into and through the study area to various points of entry and exit in response to the improvements made in the transportation system.

For each Evans iteration, highway trips are assigned to the network representative of a given alternative by determining the best (minimum time) route through the highway network for each zonal interchange and then allocating the interzonal highway travel to the highway facilities along that route. This assignment model is "capacity restrained" in that congestion levels are considered when determining the best route. The Evans equilibrium assignment method is used to implement the capacity constraint. When the assignment and associated trip table reach equilibrium, no path faster than the one actually assigned can be found through the network, given the capacity-restrained travel times on each link.

Transit Assignment

After equilibrium is achieved, the weighted average transit trip tables (using the λs calculated from the overall Evans process as weights) are assigned to the transit network to produce link and route passenger volumes. The transit person trips produced by the modal split model are "linked" in that they do not include any transfers that occur either between transit trips or between auto approaches and transit lines. The transit assignment procedure accomplishes two major tasks. First, the transit trips are "unlinked" to include transfers, and second, the unlinked transit trips are associated with specific transit facilities to produce link, line, and station volumes. These tasks are accomplished simultaneously within the transit assignment model, which assigns the transit trip matrix to minimum impedance paths built through the transit network. There is no capacity- restraining procedure in the transit assignment model.

NJ 33 Corridor Study 47

Post-equilibrium Highway Assignment

DVRPC has developed a post-equilibrium highway assignment process for use in selected link analysis, intersection turning movement analysis, and micro-level testing of limited scale intersection and roadway link improvements. The process uses a previously converged Evans highway assignment. After micro-level intersection and link improvements to the highway network have been incorporated, the previously converged Evans highway assignment is restarted for an additional 15 iterations of equilibrium assignment. Trip surcharges to individual traffic zones may also be incorporated. The Evans restart is executed separately for the peak, midday, and evening time periods.

The post-equilibrium assignment method has two advantages compared with the standard Evans process:

1. It has more stable convergence characteristics, providing for more realistic micro level analysis of traffic flows and turning movements, and, therefore, more precise calculation of level-of-service indicators (if input to a program such as SYNCHRO).

2. It greatly reduces the staff and computer resources needed to test alternative roadway configurations.

The post-equilibrium assignment method was appropriate for the Route 33 alternatives analysis because of the limited scope of the highway improvement alternatives and the micro-level nature of the analysis of the outputs for each alternative.

C. Improvement Alternatives

Separate future year model runs are preformed for each alternative to be tested. For this study, NJDOT and its consultants requested that DVRPC prepare traffic forecasts for a no-build and four build alternatives. The No-Build Alternative provides a useful future-year reference against which any impacts associated with the build alternatives may be compared and quantified. The descriptions of the alternatives and the associated traffic forecasts are presented and analyzed for the No-Build Alternative in Section 4.4 A and for the four build alternatives in Section 4.4 B.

4.4 Projected Traffic Volumes

Projected daily traffic volumes for selected highway facilities within the corridor are presented and analyzed in this section. The forecasts presented are for the year 2025.

48 NJ 33 Corridor Study

A. 2025 No-Build Alternative Traffic Forecasts

Current traffic counts and forecasted 2025 traffic volumes under the No-Build Alternative (both AADT) are provided in Map 7. Current counts are shown in black under the road and 2025 no-build volumes are shown in red above it. Table 5 lists these data along with comparisons between current and 2025 conditions.

Continued growth in land-use developments in upper Mercer County results in significantly higher traffic volumes on some north-south facilities in the study corridor compared to the present day. In contrast, the growth in traffic on NJ 33, an east-west facility, is modest. By 2025 under the No-Build Alternative, traffic volumes along NJ 33 increase by approximately 6 percent throughout the corridor, with much larger increases on the four-lane section between Hamilton Avenue and Nottingham Way, where traffic volume increases by 3,200 vehicles per day (vpd); and also between George Dye Road and Washington Boulevard, where it increases by 2,900 vpd. East of Washington Boulevard, volumes diminish because traffic is diverted to the NJ 33 Bypass. Current traffic volume east of Washington Boulevard is 18,000 vpd, but future traffic volume under the No-Build scenario is 14,600 vpd, a drop of 19 percent.

The projected traffic volume increases are much higher on US 130 and Washington Boulevard. The absolute increase on US 130 south of Main Street is 7,700 vpd; north of Main Street, it is 6,000 vpd. Projected future traffic volumes on these two sections of US 130 are 36,800 vpd and 34,300 vpd, respectively. The absolute increase on Washington Boulevard is 5,000 vpd, from 6,300 vpd to 11,300 vpd. This represents a 79 percent increase. The north-south traffic on minor arterials and residential streets grows as well. The projected traffic volume on Paxson Avenue is 7,300 vpd, an absolute increase of 1,600 vpd, or 28 percent. The projected traffic volume on George Dye Road is 7,400 vpd, an absolute increase of 1,000 vpd, or 16 percent.

NJ 33 Corridor Study 49

FLOCK RD 18.3 14.8 Route 33 Corridor Study Map 7: Current Counts and LVD KINOB D 2025 Forcast of Congestion

MACON D GRD ER R NBUR No-Build Alternative DG -EDI PA

LLE XSON BRI I CERV H R UG KER ME FL HES O QUA CK 7.2 2025 No-Build Alternative AADT (000s) ST AT E 5.9 Current Traffic Counts AADT (000s) TE ST 533 RD RD ABBOTT XT FLO AVE CK 295 RD

RD

NH 535 HUTCH

AM INSO

ILTON

5.7 7.3 NR

AVE 618 D NOTTI NG 33 HAM ST RD 32.7 ND 16.9 9.9 PO

LN D 20.2 R 29.5 9.9 WAY 14.5 MERCER 19.5

RG U B N N AVE I TO 22.3 -ED HAMIL ILLE BLVD ADY 20.8 SV

SH 22.0 IN B B O R ESTATE 19.8 NOTT BS LVD INGHAM KLOCKNER RD WHITEHORSE - MERCERVILLE RD 33 GTON 526 618 13.2 IN H ARE RD WAY 11.5 WAS NSQU

RD ILTO 11.3 -HAM EY .0 SE 6.3 WHATL 7 CYP HOR 22.0 E SLRESS KLOCKNER 5.9 WHITE 19.1 N 533 RD ESTAT

ES 14.6

PASS (PROPOSED) PASS BY 3.3 33 ROUTE 7.4 6.4 18.0 130 2.7 BLV 33 D 33

295 5.2 SHARON 3 RD 18.3 RD 4. 3.7 17.7 CYPRESS 1.9 3 26.3 1.9 20 RD 1 .0 LN K 1 LO 130 .2 C KN ER .8 526

RD GE DYE 36 RE R .1

UA R OB GEO 29 SQ B KU RD INS SER UARE Q ON V ** Map Not To Scale ** ILL NS T

IL E RD TO -A IL LLEN 619 AM O HAM -H TOW

Delaware Valley E- KU RSE SER 4.6 N HO Regional Planning Commission VILL RD June 2006 2.1 R WHITE ARD D

Y 50 NJ 33 Corridor Study

Table 5. Current Counts and 2025 No-Build Alternative Average Daily Traffic Volumes

2025 Highway Current No-Build Alt 2000-2025 Growth Facility Location Count Forecast Absolute Percent

East - West Routes

NJ 33 Park Ln to Sculptors Way 11,234 11,828 594 5.3% NJ 33 Williamson Ave to Donald Dr 28,828 29,072 244 0.8% NJ 33 Klockner Rd to I-295 sb ramp 19,544 20,219 675 3.5% NJ 33 I-295 nb ramp to Hamilton Ave 14,496 16,883 2,387 16.5% NJ 33 Concord Ave to Hillhurst Ave 29,496 32,684 3,188 10.8% NJ 33 Deerwood Dr to Paxson Rd 20,832 22,264 1,432 6.9% NJ 33 Paxson Ave to Whitehorse-H Sq Rd 19,750 21,983 2,233 11.3% NJ 33 George Dye Rd to Limewood Dr 19,101 21,933 2,832 14.8% NJ 33 Wash Blvd to Robbinsville-Ed Rd 18,016 14,610 -3,406 -18.9% NJ 33 Subtotal 181,297 191,475 10,178 5.6% Nottingham Way Daniels Ave to Jonathon Dr 9,945 9,853 -92 -0.9% Nottingham Way Crest Ave to George Dye Rd 11,526 13,200 1,674 14.5% Estates Boulevard George Dye Rd to Great Oak Rd 1,901 1,915 14 0.8% Cypress Lane Mandl St to Ribsam St 2,704 3,265 561 20.7% Sharon Road US 130 to Woodside Rd 3,733 5,168 1,435 38.4%

East - West Routes Subtotal 211,106 224,876 13,770 6.5%

North - South Routes

US 130 Robbinsville-All Rd to NJ 33 26,319 34,250 7,931 30.1% US 130 N. Gold Dr to Robb-Allen Rd 29,133 36,826 7,693 26.4% Whitehorse-Mercerville Road Municipal Rd to Cypress Ln 17,701 18,288 587 3.3% Paxson Road Nottingham Way to Zieglers Ln 5,686 7,321 1,635 28.8% George Dye Road Sandburg Dr to NJ 33 6,377 7,425 1,048 16.4% Washington Boulevard NJ 33 to Yorkshire Way 6,293 11,312 5,019 79.8% Flock Road Mercerville-Ed Rd to Paxson Ave 14,777 18,295 3,518 23.8% Robbinsville-Edinburg Road Hutchinson Rd to Pond Rd 5,860 6,962 1,102 18.8% Robbinsville-Allentown Road US 130 to Robbinsville Bypass 11,194 19,951 8,757 78.2% Kuser Road Michael McCorristin Rd to US 130 2,057 4,566 2,509 122.0%

North - South Route Subtotal 125,397 165,195 39,798 31.7%

Total 336,503 390,071 53,568 15.9%

Source: DVRPC, 2006

NJ 33 Corridor Study 51

B. 2025 Build Alternative Traffic Forecasts

There are four build alternatives that were analyzed for the NJ 33 Corridor Traffic Study. None of the concepts in the build alternatives involve widening of NJ 33, but instead include construction of relief roads and connector roads to complete the fragmented local road network. Likewise, existing NJ 33 intersections are not improved under the build alternatives, although some intersections are eliminated. The concepts are shown in Map 8.

Build Alternative 1 considers the following five concepts:

• Relief Road at I-295 Interchange The intersection of Nottingham Way and Hamilton Avenue at the I-295 interchange is removed, as is the intersection of Nottingham Way and NJ 33, east of Winslow Avenue. The existing four-lane segment is reconfigured with two travel lanes and one center-turn lane. A two-lane relief road connecting Hamilton Avenue and NJ 33 is added. Access between the reconfigured NJ 33 and the relief road is provided at several points. Finally, State Street Extension is realigned to meet Clifford Avenue at Nottingham Way.

• Relief Road at Nottingham Neighborhood A two-lane relief road is constructed between Shady Lane and Paxson Avenue. It follows an alignment parallel to NJ 33, on the south side of NJ 33, behind the retail properties to which it provides access.

• Estates Boulevard Connector A new facility that connects the existing two-lane sections of Estates Boulevard, which currently terminate at Whitehorse-Hamilton Square Road and Yardville-Hamilton Square Road, respectively, is constructed. A second new facility connects Paxson Avenue and Fenimore Road.

• Flock Road Connector The existing two-lane sections of Flock Road are connected by a new facility across Miry Run.

• Northbound I-295 Ramp A new northbound I-295 on-ramp is constructed on westbound NJ 33. It is assumed that the existing ramp on State Street Extension is closed.

Build Alternative 2 includes the same concepts as Build Alternative 1, except that the Paxson Avenue Connector is substituted for the Flock Avenue Connector, and two other concepts are added.

52 NJ 33 Corridor Study

• Paxson Avenue Connector The existing two-lane sections of Paxson Avenue are connected by a new facility across Miry Run.

• Kuser Road Connector Construction of a new facility allows direct access between the NJ 33 Bypass and Kuser Road.

• Cypress Lane Connector Following construction of a new alignment, the two-lane sections of Cypress Lane meet at Whitehorse-Mercerville Road.

Build Alternative 3 presents an alternative design of the NJ 33 Bypass. It includes no concepts from Build Alternatives 1 or 2. The intersection of NJ 33 and Nottingham Way west of Washington Boulevard is removed; instead, NJ 33 follows a new alignment south of the existing alignment and makes a direct connection with the NJ 33 Bypass. A new spur off of Washington Boulevard provides a second means of accessing Nottingham Way, west of the existing intersection.

Build Alternative 4 is a new facility between Estates Boulevard and the NJ 33 Bypass. The Estates Boulevard Connector from Build Alternatives 1 and 2 is also included.

1. 2025 Traffic Forecasts under Build Alternatives 1, 2, and 4

Map 9 displays the 2025 AADT traffic forecasts under Build Alternatives 1, 2, and 4. The 2025 traffic forecasts under the No-Build Alternative are also presented. Tables 6, 7, and 8 shows the results of the analysis and the absolute and percentage growth in traffic volumes under Build Alternatives 1, 2, and 4 for selected links in the study area from current to 2025 traffic conditions.

Construction of the relief road at the I-295 interchange attracts 7,800 vehicles per day (vpd) to the facility. East of I-295, traffic volume on the reconfigured NJ 33 is reduced by the diversion of traffic to the relief road. Projected 2025 traffic volume on the section of NJ 33 between North Hamilton Avenue and Winslow Avenue is 23,400 vpd, compared to 32,700 vpd in the No-Build Alternative.

Construction of the relief road at the Nottingham Neighborhood attracts 3,800 vpd to the facility. As a result of the diversion of traffic to the relief road, projected 2025 traffic volume on NJ 33 between Shady Lane and Paxson Avenue decreases by 2,300 vpd, from 22,300 to 20,000. It decreases on the same section of Nottingham Way by 1,200 vpd, from 9,900 to 8,700.

The Estates Boulevard Connector shifts north-south traffic off of NJ 33. The new facility connecting Paxson Avenue and Fenimore Road attracts 7,600 vpd, and

NJ 33 Corridor Study 53

FLOCK RD F Route 33 Corridor Study Map 8: Congestion Reduction 295 BLVD KINO D D and Mobility Concepts D

MACON D GR ER R UR INB DG PA LE-ED XS BRI RVIL Concept H ON RCE UG

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NJ 33 Corridor Study 55 18.4 FLOCK RD 8.4 Route 33 Corridor Study 18.9 F1: 6.2 295 F2: 11.6 Map 9: 2025 Forecast of Congestion BLVD 18.3 KINO No-Build and Build Alternatives 1, 2, and 4

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VI RD Regional Planning Commission 295 KUSER EHO 4.6 RD WHIT KUSER June 2006 INSET YARD 56 NJ 33 Corridor Study

Table 6. 2025 No-Build Alternative and Build Alternative 1 Average Daily Traffic Volumes

2025 No- 2025 Highway Build Alt Build Alt 1 2000-2025 Growth Facility Location Forecast Forecast Absolute Percent

East - West Routes

NJ 33 Park Ln to Sculptors Way 11,828 11,735 -93 -0.8% NJ 33 Williamson Ave to Donald Dr 29,072 28,749 -323 -1.1% NJ 33 Klockner Rd to I-295 sb ramp 20,219 20,700 481 2.4% NJ 33 I-295 nb ramp to Hamilton Ave 16,883 16,770 -113 -0.7% NJ 33 Concord Ave to Hillhurst Ave 32,684 23,408 -9,276 -28.4% NJ 33 Deerwood Dr to Paxson Rd 22,264 20,017 -248 -1.1% NJ 33 Paxson Ave to Whitehorse-H Sq Rd 21,983 16,291 -5,692 -25.9% NJ 33 George Dye Rd to Limewood Dr 21,933 21,875 -58 -0.3% NJ 33 Wash Blvd to Robbinsville-Ed Rd 14,610 14,493 -117 -0.8% NJ 33 Subtotal 191,475 174,037 -17,438 -9.1% Nottingham Way Daniels Ave to Jonathon Dr 9,853 8,664 -1,188 -12.1% Nottingham Way Crest Ave to George Dye Rd 13,200 12,284 -879 -6.7% Estates Boulevard George Dye Rd to Great Oak Rd 1,915 2,080 165 8.6% Cypress Lane Mandl St to Ribsam St 3,265 3,469 204 6.2% Sharon Road US 130 to Woodside Rd 5,168 5,196 29 0.6%

East - West Routes Subtotal 224,876 205,730 -19,145 -8.5%

North - South Routes

US 130 Robbinsville-All Rd to NJ 33 34,250 33,987 -262 -0.8% US 130 N. Gold Dr to Robb-Allen Rd 36,826 36,604 -222 -0.6% Whitehorse-Mercerville Road Municipal Rd to Cypress Ln 18,288 18,438 150 0.8% Paxson Road Nottingham Way to Zieglers Ln 7,321 7,558 237 3.2% George Dye Road Sandburg Dr to NJ 33 7,425 6,828 -597 -8.0% Washington Boulevard NJ 33 to Yorkshire Way 11,312 11,032 -280 -2.5% Flock Road Mercerville-Ed Rd to Paxson Ave 18,295 18,951 656 3.6% Robbinsville-Edinburg Road Hutchinson Rd to Pond Rd 6,962 7,147 185 2.7% Robbinsville-Allentown Road US 130 to Robbinsville Bypass 19,951 19,959 8 0.0% Kuser Road Michael McCorristin Rd to US 130 4,566 4,755 189 4.1%

North - South Route Subtotal 165,195 165,260 65 0.0%

Total 390,070 370,991 -19,080 -4.9% Concepts

Relief Road at I-295 Interchange 7,740 Relief Road at Nottingham Neighborhood 3,800 Estates Boulevard Connector (Paxson Road / Fenimore Road) 7,611 Estates Boulevard Connector (Estates Boulevard) 3,422 Flock Road Connector 6,162 Northbound I-295 Ramp 6,921 Paxson Avenue Connector Kuser Road Connector Cypress Lane Connector NJ 33 Bypass - Alternative Design Estates Boulevard / NJ 33 Bypass Connector

Additional Locations 1

NJ 33 Bypass 18,707 18,857 150 0.8% Estates Boulevard Whatley Rd to Whitehorse-H Sq Rd 5,420 6,851 1,431 26.4% Klockner Road Whitehorse-H Sq Rd to Secretario Way 12,153 10,714 -1,439 -11.8% Yardville-Hamilton Sq Road Klockner Rd to Estates Blvd 11,744 12,942 1,198 10.2% Mercerville-Edinburg Road Nottingham Way to Mount Dr 15,000 15,100 100 0.7%

1These values are uncalibrated. Source: DVRPC, 2006

NJ 33 Corridor Study 57

Table 7. 2025 No-Build Alternative and Build Alternative 2 Average Daily Traffic Volumes

2025 No- 2025 Highway Build Alt Build Alt 2 2000-2025 Growth Facility Location Forecast Forecast Absolute Percent

East - West Routes

NJ 33 Park Ln to Sculptors Way 11,828 11,753 -75 -0.6% NJ 33 Williamson Ave to Donald Dr 29,072 28,753 -319 -1.1% NJ 33 Klockner Rd to I-295 sb ramp 20,219 20,489 270 1.3% NJ 33 I-295 nb ramp to Hamilton Ave 16,883 16,630 -253 -1.5% NJ 33 Concord Ave to Hillhurst Ave 32,684 23,215 -9,469 -29.0% NJ 33 Deerwood Dr to Paxson Rd 22,264 20,217 -47 -0.2% NJ 33 Paxson Ave to Whitehorse-H Sq Rd 21,983 16,806 -5,177 -23.6% NJ 33 George Dye Rd to Limewood Dr 21,933 21,148 -785 -3.6% NJ 33 Wash Blvd to Robbinsville-Ed Rd 14,610 14,208 -401 -2.7% NJ 33 Subtotal 191,475 173,218 -18,257 -9.5% Nottingham Way Daniels Ave to Jonathon Dr 9,853 9,226 -626 -6.4% Nottingham Way Crest Ave to George Dye Rd 13,200 13,921 -2,242 -17.0% Estates Boulevard George Dye Rd to Great Oak Rd 1,915 1,944 28 1.5% Cypress Lane Mandl St to Ribsam St 3,265 3,699 434 13.3% Sharon Road US 130 to Woodside Rd 5,168 5,296 128 2.5%

East - West Routes Subtotal 224,876 207,303 -17,572 -7.8%

North - South Routes

US 130 Robbinsville-All Rd to NJ 33 34,250 35,772 1,523 4.4% US 130 N. Gold Dr to Robb-Allen Rd 36,826 36,746 -80 -0.2% Whitehorse-Mercerville Road Municipal Rd to Cypress Ln 18,288 18,609 321 1.8% Paxson Road Nottingham Way to Zieglers Ln 7,321 7,841 520 7.1% George Dye Road Sandburg Dr to NJ 33 7,425 6,045 -1,380 -18.6% Washington Boulevard NJ 33 to Yorkshire Way 11,312 10,787 -525 -4.6% Flock Road Mercerville-Ed Rd to Paxson Ave 18,295 8,453 -9,842 -53.8% Robbinsville-Edinburg Road Hutchinson Rd to Pond Rd 6,962 7,039 77 1.1% Robbinsville-Allentown Road US 130 to Robbinsville Bypass 19,951 19,502 -449 -2.3% Kuser Road Michael McCorristin Rd to US 130 4,566 5,921 1,355 29.7%

North - South Route Subtotal 165,195 156,715 -8,480 -5.1%

Total 390,070 364,018 -26,053 -6.7% Concepts

Relief Road at I-295 Interchange 7,740 Relief Road at Nottingham Neighborhood 3,800 Estates Boulevard Connector (Paxson Road / Fenimore Road) 7,914 Estates Boulevard Connector (Estates Boulevard) 3,507 Flock Road Connector Northbound I-295 Ramp 6,730 Paxson Avenue Connector 11,573 Kuser Road Connector 4,700 Cypress Lane Connector 3,699 NJ 33 Bypass - Alternative Design Estates Boulevard / NJ 33 Bypass Connector

Additional Locations 1

NJ 33 Bypass 18,707 18,188 -519 -2.8% Estates Boulevard Whatley Rd to Whitehorse-H Sq Rd 5,420 6,992 1,572 29.0% Klockner Road Whitehorse-H Sq Rd to Secretario Way 12,153 10,988 -1,165 -9.6% Yardville-Hamilton Sq Road Klockner Rd to Estates Blvd 11,744 13,011 1,267 10.8% Mercerville-Edinburg Road Nottingham Way to Mount Dr 15,000 14,800 -200 -1.3%

1These values are uncalibrated. Source: DVRPC, 2006

58 NJ 33 Corridor Study

Table 8. 2025 No-Build Alternative and Build Alternative 4 Average Daily Traffic Volumes

2025 No- 2025 Highway Build Alt Build Alt 4 2000-2025 Growth Facility Location Forecast Forecast Absolute Percent

East - West Routes

NJ 33 Park Ln to Sculptors Way 11,828 11,946 118 1.0% NJ 33 Williamson Ave to Donald Dr 29,072 29,226 154 0.5% NJ 33 Klockner Rd to I-295 sb ramp 20,219 19,972 -247 -1.2% NJ 33 I-295 nb ramp to Hamilton Ave 16,883 17,172 289 1.7% NJ 33 Concord Ave to Hillhurst Ave 32,684 32,463 -221 -0.7% NJ 33 Deerwood Dr to Paxson Rd 22,264 22,382 117 0.5% NJ 33 Paxson Ave to Whitehorse-H Sq Rd 21,983 17,632 -4,350 -19.8% NJ 33 George Dye Rd to Limewood Dr 21,933 20,828 -1,105 -5.0% NJ 33 Wash Blvd to Robbinsville-Ed Rd 14,610 14,390 -220 -1.5% NJ 33 Subtotal 191,475 186,011 -5464 -2.9% Nottingham Way Daniels Ave to Jonathon Dr 9,853 10,021 168 1.7% Nottingham Way Crest Ave to George Dye Rd 13,200 11,179 -1,984 -15.0% Estates Boulevard George Dye Rd to Great Oak Rd 1,915 7,904 5,989 312.7% Cypress Lane Mandl St to Ribsam St 3,265 3,355 90 2.8% Sharon Road US 130 to Woodside Rd 5,168 5,211 44 0.8%

East - West Routes Subtotal 224,876 223,681 -1,195 -0.5%

North - South Routes

US 130 Robbinsville-All Rd to NJ 33 34,250 34,440 190 0.6% US 130 N. Gold Dr to Robb-Allen Rd 36,826 35,937 -889 -2.4% Whitehorse-Mercerville Road Municipal Rd to Cypress Ln 18,288 18,091 -197 -1.1% Paxson Road Nottingham Way to Zieglers Ln 7,321 7,803 482 6.6% George Dye Road Sandburg Dr to NJ 33 7,425 5,351 -2,074 -27.9% Washington Boulevard NJ 33 to Yorkshire Way 11,312 10,587 -725 -6.4% Flock Road Mercerville-Ed Rd to Paxson Ave 18,295 18,458 163 0.9% Robbinsville-Edinburg Road Hutchinson Rd to Pond Rd 6,962 7,044 82 1.2% Robbinsville-Allentown Road US 130 to Robbinsville Bypass 19,951 19,700 -252 -1.3% Kuser Road Michael McCorristin Rd to US 130 4,566 4,224 -342 -7.5%

North - South Route Subtotal 165,195 161,634 -3,561 -2.2%

Total 390,070 385,315 -4,755 -1.2% Concepts

Relief Road at I-295 Interchange Relief Road at Nottingham Neighborhood Estates Boulevard Connector (Paxson Road / Fenimore Road) 8,078 Estates Boulevard Connector (Estates Boulevard) 5,444 Flock Road Connector Northbound I-295 Ramp Paxson Avenue Connector Kuser Road Connector Cypress Lane Connector NJ 33 Bypass - Alternative Design Estates Boulevard / NJ 33 Bypass Connector 9,334

Additional Locations 1

NJ 33 Bypass 18,707 17,013 -1,694 -9.1% Estates Boulevard Whatley Rd to Whitehorse-H Sq Rd 5,420 7,773 2,353 43.4% Klockner Road Whitehorse-H Sq Rd to Secretario Way 12,153 10,627 -1,526 -12.6% Yardville-Hamilton Sq Road Klockner Rd to Estates Blvd 11,744 12,763 1,019 8.7% Mercerville-Edinburg Road Nottingham Way to Mount Dr 15,000 14,600 -400 -2.7%

1These values are uncalibrated. Source: DVRPC, 2006

NJ 33 Corridor Study 59 the new facility connecting the existing sections of Estates Boulevard attracts 3,400 vpd. Much of the connector traffic travels between NJ 33 and points south using Paxson Avenue. As a result of diverted traffic, projected 2025 traffic volume on NJ 33 between Paxson Avenue and Yardville-Hamilton Square Road is 16,300, compared to 22,000 under the No-Build Alternative.

Traffic on Estates Boulevard also increases, but the change is not the same everywhere. The largest effect is west of Whitehorse-Hamilton Square Road, where traffic volume is 6,900 vpd, compared to 5,400 vpd under the No-Build Alternative. The effect is minimal east of George Dye Road; the projected 2025 traffic volume there is 2,100 vpd, only 200 vpd greater than under the No-Build Alternative. The new Estates Boulevard traffic appears to be local in nature. As a result of diverted traffic, the traffic volume on Klockner Road decreases, but only along one section of the road. Between Whitehorse-Hamilton Square Road and Yardville-Hamilton Square Road, projected 2025 traffic volume is 10,700 vpd, compared to 12,200 vpd under the No-Build Alternative.

The Flock Road Connector is projected to attract 6,200 vpd. With the Flock Road Connector in place, traffic volume drops on alternate routes. There is a decrease in 2025 projected traffic volume on both Abbott Road and Paxson Avenue of 2,100 vpd, and a decrease on Hughes Road of 2,200 vpd. Furthermore, congestion is reduced on the section of Mercerville-Edinburg Road between Paxson Avenue and Flock Road. The impact of the Paxson Avenue Connector is far more confined, although the connector itself attracts nearly twice as much traffic (11,600 vpd). As a result of the Paxson Road Connector, congestion is reduced on the section of Mercerville-Edinburg Road between Paxson Avenue and Flock Road.

The new northbound I-295 on-ramp on westbound NJ 33 attracts 6,900 vpd. That represents 83 percent of the traffic volume on the State Street Extension northbound on-ramp under the No-Build scenario. The other existing northbound on-ramp, on eastbound NJ 33, shows a small change compared to the No-Build Alternative (3,400 vpd versus 3,100 vpd).

The Kuser Road Connector attracts 4,700 vpd. By providing direct access between the NJ 33 Bypass and Kuser Road, the connector increases the use of Kuser Road. With the connector, projected 2025 traffic volume increases by 1,300 vpd.

Construction of the Cypress Lane Connector has little impact on Cypress Lane traffic. The projected 2025 traffic volume is 3,700 vpd, only 400 vpd greater than under the No-Build Alternative.

The Estates Boulevard/NJ 33 Bypass connector, which is implemented with the Estates Boulevard connector from Build Alternatives 1 and 2, attracts 9,300 vpd. It increases the use of Estates Boulevard significantly along its length. The

60 NJ 33 Corridor Study largest increase on Estates Boulevard is east of George Dye Road, where projected 2025 traffic volume is 7,900 vpd, compared to 1,900 vpd under the No- Build Alternative. West of Whitehorse-Hamilton Square Road, the effect diminishes; projected 2025 traffic volume is 7,800 vpd, compared to 5,400 vpd under the No-Build Alternative. Because it provides an alternative to the NJ 33 Bypass for some trips, it reduces traffic on the bypass, compared to the No-Build Alternative.

2. 2025 Traffic Forecasts under Build Alternative 3

Map 10 displays the 2025 AADT traffic forecasts under Build Alternative 3. The 2025 traffic forecasts under the No-Build Alternative are also presented. Table 9 shows the results of the analysis and percentage growth in traffic volumes under Build Alternative 3 for selected links in the study area from current to 2025 traffic conditions.

The alternative design of the NJ 33 Bypass alters both north-south and east-west traffic near the bypass. With the intersection of NJ 33 and Nottingham Way removed, traffic destined for southbound US 130 uses NJ 33, and traffic destined for northbound US 130 uses Nottingham Way. Projected 2025 traffic volume is lower on NJ 33 by 1,800 vpd, and higher on Nottingham Way by 1,400 vpd, compared to the No-Build Alternative. Construction of the new spur from Washington Boulevard to Nottingham Way increases overall projected 2025 traffic volume on Washington Boulevard. The higher capacity of Washington Boulevard with the spur also results in a modest increase in projected 2025 traffic volume on the bypass (700 vpd).

NJ 33 Corridor Study 61

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ON V SQU ** Map Not To Scale ** IL 36.8 LE D TON -A L LLE 619 O NT Delaware Valley OW RSE-HAMI N LLE - HAMILT 4.3 Regional Planning Commission EHO RD SER RD WHIT KU 4. June 2006 YARDVI 6 62 NJ 33 Corridor Study

Table 9. 2025 No-Build Alternative and Build Alternative 3 Average Daily Traffic Volumes

2025 No- 2025 Highway Build Alt Build Alt 3 2000-2025 Growth Facility Location Forecast Forecast Absolute Percent

East - West Routes

NJ 33 Park Ln to Sculptors Way 11,828 11,869 41 0.3% NJ 33 Williamson Ave to Donald Dr 29,072 29,034 -38 -0.1% NJ 33 Klockner Rd to I-295 sb ramp 20,219 20,258 39 0.2% NJ 33 I-295 nb ramp to Hamilton Ave 16,883 16,914 31 0.2% NJ 33 Concord Ave to Hillhurst Ave 32,684 32,905 222 0.7% NJ 33 Deerwood Dr to Paxson Rd 22,264 22,141 -123 -0.6% NJ 33 Paxson Ave to Whitehorse-H Sq Rd 21,983 21,733 -250 -1.1% NJ 33 George Dye Rd to Limewood Dr 21,933 20,218 -4,716 -21.5% NJ 33 Wash Blvd to Robbinsville-Ed Rd 14,610 14,096 -514 -3.5% NJ 33 Subtotal 191,475 189,168 -2,307 -1.2% Nottingham Way Daniels Ave to Jonathon Dr 9,853 10,036 184 1.9% Nottingham Way Crest Ave to George Dye Rd 13,200 14,608 1,445 10.9% Estates Boulevard George Dye Rd to Great Oak Rd 1,915 1,802 -113 -5.9% Cypress Lane Mandl St to Ribsam St 3,265 3,248 -17 -0.5% Sharon Road US 130 to Woodside Rd 5,168 5,203 35 0.7%

East - West Routes Subtotal 224,876 224,065 -811 -0.4%

North - South Routes

US 130 Robbinsville-All Rd to NJ 33 34,250 33,991 -259 -0.8% US 130 N. Gold Dr to Robb-Allen Rd 36,826 35,109 -1,716 -4.7% Whitehorse-Mercerville Road Municipal Rd to Cypress Ln 18,288 18,514 226 1.2% Paxson Road Nottingham Way to Zieglers Ln 7,321 7,237 -84 -1.2% George Dye Road Sandburg Dr to NJ 33 7,425 7,763 338 4.6% Washington Boulevard NJ 33 to Yorkshire Way 11,312 9,763 -1,549 -13.7% Flock Road Mercerville-Ed Rd to Paxson Ave 18,295 18,284 -11 -0.1% Robbinsville-Edinburg Road Hutchinson Rd to Pond Rd 6,962 7,043 81 1.2% Robbinsville-Allentown Road US 130 to Robbinsville Bypass 19,951 19,415 -536 -2.7% Kuser Road Michael McCorristin Rd to US 130 4,566 4,320 -245 -5.4%

North - South Route Subtotal 165,195 161,440 -3,755 -2.3%

Total 390,070 385,505 -4,565 -1.2% Concepts

Relief Road at I-295 Interchange Relief Road at Nottingham Neighborhood Estates Boulevard Connector (Paxson Road / Fenimore Road) Estates Boulevard Connector (Estates Boulevard) Flock Road Connector Northbound I-295 Ramp Paxson Avenue Connector Kuser Road Connector Cypress Lane Connector NJ 33 Bypass - Alternative Design 19,409 Estates Boulevard / NJ 33 Bypass Connector

Additional Locations 1

NJ 33 Bypass 18,707 19,409 702 3.8% Estates Boulevard Whatley Rd to Whitehorse-H Sq Rd 5,420 5,613 193 3.6% Klockner Road Whitehorse-H Sq Rd to Secretario Way 12,153 12,174 21 0.2% Yardville-Hamilton Sq Road Klockner Rd to Estates Blvd 11,744 11,692 -52 -0.4% Mercerville-Edinburg Road Nottingham Way to Mount Dr 15,000 14,900 -100 -0.7%

1These values are uncalibrated. Source: DVRPC, 2006

NJ 33 Corridor Study 63

4.5 Findings

The DVRPC travel demand model has been used to estimate future traffic volumes for NJ 33 and for impacted streets and highways in the corridor, under the different build alternatives. In this section, the model results are combined with observations from field views to make a determination of the potential of each concept. For each concept, three criteria were applied:

1. Does the concept function as designed? 2. Are the results that it produces desirable? 3. Does it solve a problem of primary importance?

The concepts were ranked based on the criteria, as follows:

High – All three criteria are true Medium – Criteria 1 and 2 are true Low – Criteria 1 is true No Potential – None of the criteria are true

Table 10 shows each concepts arranged by rank with a brief explanation of the ranking for each concept.

Note: Analyzing the performance of NJ 33 and other facilities using standard indicators of congestion such as volume over capacity (v/c ) and level of service, was beyond the scope of this study. As a consequence, there is no data on traffic conditions on specific highway links or at specific intersections, under the different build alternatives. Therefore, the determination of the potential of the concepts has to be considered provisional.

64 NJ 33 Corridor Study

Table 10: Rankings of NJ 33 Study Corridor Concepts

Rank Concept Notes 1 - High Relief Road at Reduces congestion on two-lane Nottingham section of NJ 33 adjacent to large retail Neighborhood area. Provides alternate travel route for local traffic. Opportunity to increase impact by combining with Estates Boulevard Connector.

Estates Boulevard Reduces congestion on two-lane Connector section of NJ 33 adjacent to large retail area. Provides alternative travel route for local traffic. Opportunity to increase impact by combining with Relief Road at Nottingham Neighborhood.

NJ 33 Bypass, Reduces congestion at intersection of Alternative Design NJ 33 and NJ 33 Bypass and intersection of Washington Boulevard and NJ 33 Bypass. Increases capacity of Washington Boulevard. 2 - Medium Relief Road at Attracts a significant number of trips and I-295 Interchange increases mobility. Improves access to small retail area on NJ 33.

Kuser Road Connector Reduces congested intersection of NJ 33 Bypass and US 130.

Flock Road Connector Reduces congestion on Mercerville- Edinburg Road, Paxson Avenue, Abbott Road, and Hughes Drive. 3 - Low Paxson Avenue Reduces congestion on Mercerville- Connector Edinburg Road between Paxson Avenue and Flock Road.

Estates Boulevard/NJ 33 Highly effective, but produces Bypass Connector unacceptable traffic volumes on a residential street.

Northbound I-295 Ramp Attracts a significant number of trips, but fewer than the existing ramp on State Street Extension. 4 - No Cypress Lane Attracts almost no additional trips to Potential Cypress Lane.

Source: DVRPC, 2006

NJ 33 Corridor Study 65

5.0 STRATEGIC IMPROVEMENT PLAN

Development of a strategic implementation plan for the corridor is based upon the land use scenarios, the transportation needs and the economic development strategy, in conformance with the policy goals and objectives of the New Jersey State Plan, DVRPC’s Year 2020 Land Use and Transportation Plan, and local municipal plans. The Route 33 Corridor Study can be used as a dynamic long- range tool for the systematic selection of projects to create a significantly improved transportation system within the study area. This document can serve as a punch list for the government agencies with a stake in the implementation of improvements. Municipal governments are key players in this process. Even though a highway may be maintained by the state or county, it is the welfare of the local residents that is affected the most. Safety and mobility benefits are felt more by those who use the highway frequently. Therefore, the local municipality should assure that the improvements are advanced expediently by being involved in the process no matter which agency has a lead role.

This section of the report presents those locations within the corridor that have been identified using technical analysis and suggestions from the local citizens as currently experiencing transportation problems, as critical to the mobility of people or goods throughout the corridor; or as projected to have significant impacts to the transportation infrastructure. Short-term and long-term potential improvement scenarios, which represent a range of alternatives, are presented. These scenarios have been discussed with the study stakeholders in relation to their ability to solve existing or potential problems or deficiencies and are considered worthy of future action. Transportation improvements at these locations could have important implications for the economic vitality of the local areas as well as the mobility of the corridor as a whole.

At the onset of this effort, multiagency meetings and field views were conducted to review potential locations for inclusion in the study. Participants included representatives from each of the local municipalities, staff from the Mercer County Planning and Mercer County Engineer's Office, New Jersey Department of Transportation and its consultants, and the Delaware Valley Regional Planning Commission. During these preliminary field views, a base set of locations was identified for further review. DVRPC staff conducted subsequent follow-up field views to better define the existing conditions, observe the operating conditions, refine the problem identification, and begin to formulate potential improvement scenarios. The information that follows for each location is a result of that process and recommends actions to be pursued based on cooperative discussions and input from each of the study participants.

Recommended Improvements

1. An Estates Boulevard Connector that connects the existing two-lane sections of Estates Boulevard, which currently terminate at Whitehorse-

66 NJ 33 Corridor Study

Hamilton Square Road and Yardville-Hamilton Square Road, respectively. A second new facility that connects Paxson Avenue and Fenimore Road is also recommended. These two improvements would reduce congestion on an adjacent section of NJ 33 that provides access to a large retail area. They would also provide an alternate travel route for local traffic. There is an opportunity to increase this impact by combining with the proposed Relief Road at Nottingham Neighborhood.

2. Construction of a Relief Road at the Nottingham Neighborhood (between Shady Lane and Paxon Avenue), which would reduce congestion on a two-lane section of NJ 33 adjacent to a large retail area. It would also provide an alternate travel route for local traffic. There is an opportunity to increase this impact by combining with the proposed Estates Boulevard Connector.

3. The NJ 33 Bypass, Alternative Design, which would reduce congestion at the intersection of NJ 33 and NJ 33 Bypass and the intersection of Washington Boulevard and NJ 33 Bypass. It would also increase the capacity of Washington Boulevard.

4. The proposed Flock Road Connector would reduce congestion on sections of Mercerville-Edinburg Road, Paxson Avenue, Abbott Road, and Hughes Drive.

5. Sidewalks and pedestrian pathways should link common origins and destinations. These should be well lighted and visible from the surrounding community. Plantings and street furniture should be designed so as not to create isolated areas.

6. Building orientation should be designed so that parking areas are located to the rear or side of retail establishments. This would narrow the gap between sidewalks and businesses thereby improving pedestrian access to these businesses. Parking lots located in the front of buildings discourage pedestrian, bicycle and transit access. There should be a limited number of driveways and storefronts should be located directly along the sidewalk, which would encourage pedestrian access. This concept is being applied in the Washington Town Center development in Washington Township.

7. An effort should be made to develop a street pattern in the form of grids. This pattern encourages pedestrian and bicycle traffic by providing more direct access and an alternative to high volume roadways. It also improves auto access by dispersing traffic along many routes and providing multiple routes to each destination. A hierarchical grid pattern allows for the efficient movement of vehicles on main streets.

NJ 33 Corridor Study 67

8. Explore the possibility of providing better bus connections to the Hamilton train station from residential and commercial areas via shuttles.

9. NJ Transit is exploring the possibility of initiating Bus Rapid Transit (BRT) service along the Route 1 corridor. Several feeder routes have been proposed between Hamilton Market Place in Hamilton Township and stations on the proposed BRT system as well as the Northeast Corridor stations of Hamilton and Trenton. These potential transit connections should be encouraged.

10. Explore additional opportunities for commuter shuttles to the train station from high-density residential areas.

11. Land use development policies for the corridor should promote compact walkable communities with bicycle and transit facilities and amenities. Neighborhood retail services should be encouraged in certain areas that are within walking distance of residents.

12. Encourage mixed-use development near interchanges of major arterials. This is most relevant in the area of NJ 33 east of the I-295 exit ramps and Winslow Avenue.

13. Amend the municipal master plan and zoning ordinance to permit Suburban Center Zoning that directs growth into identified centers. These centers are usually mixed use with retail, office, residential and recreational uses in close proximity to each other.

14. Encourage the reduction and or consolidation of driveways along NJ 33. The policy of the NJ State Development and Redevelopment Plan is that local access to state highways should be controlled so as to “ensure that regional needs, adequate system capacity and public health and safety are protected. Encourage parallel service roads, shared driveways and parking and pedestrian access between neighborhood uses.”

15. Sections of NJ 33 have experienced excessive speeding. To mitigate this problem, narrower streets in commercial areas would encourage slower speeds and provide greater visibility for adjacent shops. On-street parking would create a buffer between pedestrians and vehicular traffic, thereby improving safety and encouraging pedestrian activity. In residential areas – such as sections of Nottingham Way where speeding is an issue – traffic-calming techniques such as speed tables, narrow lanes, wide sidewalks, and central medians with landscaping should be considered.

16. Optimization of traffic signals along NJ 33 by using a system of signal coordination and signal timing.

68 NJ 33 Corridor Study

17. Encourage investment in existing business districts, compatible with the architectural character of the community; and discourage scattered commercial and industrial developments, such as strip developments.

18. Improve the overall character of the area by: encouraging the consolidation of auto-related businesses within the corridor, improving and enforcing signage regulations, and exploring the feasibility of starting a business improvement district (BID) along NJ 33 that would improve the character, appearance and economic vitality of the area.

APPENDIX A

Location 1 NJ 33 at Hamilton Ave (3.44 - 3.54) Accident Summary Year 2002 - 2004

Total: 40 State Total: 202,325

Collision Type Count % of Total State Count State % of Total Same Direction - Rear End 7 17.50% 91,031 44.99% Same Direction - Sideswipe 6 15.00% 33,722 16.67% Angle 20 50.00% 25,691 12.70% Head On 0 0.00% 7,514 3.71% Left Turn 4 10.00% 3,099 1.53% Parked Vehicle 0 0.00% 827 0.41% Unknown or Other 1 2.50% 1,523 0.75% Overturn 0 0.00% 22,560 11.15% Pedestrian 0 0.00% 5,440 2.69% Fixed Object 2 5.00% 3,077 1.52% Animal 0 0.00% 992 0.49% Pedacycle 0 0.00% 6,849 3.39% Severity Count % of Total State Count State % of Total Fatal 0 0.00% 580 0.29% Injury 14 35.00% 62,188 30.74% Property Damage Only 26 65.00% 139,557 68.98% Light Count % of Total State Count State % of Total Day 30 75.00% 141,902 70.14% Night/Dawn/Dusk 10 25.00% 59,637 29.48% Unknown 0 0.00% 786 0.39% Intersection Count % of Total State Count State % of Total At Intersection 31 77.50% 84,821 41.92% Not at Intersection 9 22.50% 117,504 58.08% Railroad Crossing 0 0.00% 0 0.00% Surface Condition Count % of Total State Count State % of Total Dry 33 82.50% 147,395 72.85% Wet Surface 5 12.50% 46,969 23.21% Snow or Ice 2 5.00% 7,097 3.51% Unknown or Other 0 0.00% 864 0.43% Location 2 NJ 33 at Vincent Ave (3.70 - 3.80) Accident Summary Year 2002 - 2004

Total: 43 State Total: 202,325

Collision Type Count % of Total State Count State % of Total Same Direction - Rear End 15 34.88% 91,031 44.99% Same Direction - Sideswipe 4 9.30% 33,722 16.67% Angle 12 27.91% 25,691 12.70% Head On 0 0.00% 7,514 3.71% Left Turn 8 18.60% 3,099 1.53% Parked Vehicle 1 2.33% 827 0.41% Unknown or Other 1 2.33% 1,523 0.75% Overturn 0 0.00% 22,560 11.15% Pedestrian 0 0.00% 5,440 2.69% Fixed Object 2 4.65% 3,077 1.52% Animal 0 0.00% 992 0.49% Pedacycle 0 0.00% 6,849 3.39% Severity Count % of Total State Count State % of Total Fatal 0 0.00% 580 0.29% Injury 8 18.60% 62,188 30.74% Property Damage Only 35 81.40% 139,557 68.98% Light Count % of Total State Count State % of Total Day 31 72.09% 141,902 70.14% Night/Dawn/Dusk 12 27.91% 59,637 29.48% Unknown 0 0.00% 786 0.39% Intersection Count % of Total State Count State % of Total At Intersection 34 79.07% 84,821 41.92% Not at Intersection 9 20.93% 117,504 58.08% Railroad Crossing 0 0.00% 0 0.00% Surface Condition Count % of Total State Count State % of Total Dry 37 86.05% 147,395 72.85% Wet Surface 5 11.63% 46,969 23.21% Snow or Ice 1 2.33% 7,097 3.51% Unknown or Other 0 0.00% 864 0.43% Location 3 NJ 33 at Shady Lane (4.20 - 4.30) Accident Summary Year 2002 - 2004

Total: 43 State Total: 202,325

Collision Type Count % of Total State Count State % of Total Same Direction - Rear End 23 53.49% 91,031 44.99% Same Direction - Sideswipe 2 4.65% 33,722 16.67% Angle 13 30.23% 25,691 12.70% Head On 0 0.00% 7,514 3.71% Left Turn 3 6.98% 3,099 1.53% Parked Vehicle 0 0.00% 827 0.41% Unknown or Other 0 0.00% 1,523 0.75% Overturn 0 0.00% 22,560 11.15% Pedestrian 0 0.00% 5,440 2.69% Fixed Object 1 2.33% 3,077 1.52% Animal 0 0.00% 992 0.49% Pedacycle 1 2.33% 6,849 3.39% Severity Count % of Total State Count State % of Total Fatal 0 0.00% 580 0.29% Injury 14 32.56% 62,188 30.74% Property Damage Only 29 67.44% 139,557 68.98% Light Count % of Total State Count State % of Total Day 28 65.12% 141,902 70.14% Night/Dawn/Dusk 15 34.88% 59,637 29.48% Unknown 0 0.00% 786 0.39% Intersection Count % of Total State Count State % of Total At Intersection 18 41.86% 84,821 41.92% Not at Intersection 25 58.14% 117,504 58.08% Railroad Crossing 0 0.00% 0 0.00% Surface Condition Count % of Total State Count State % of Total Dry 34 79.07% 147,395 72.85% Wet Surface 9 20.93% 46,969 23.21% Snow or Ice 0 0.00% 7,097 3.51% Unknown or Other 0 0.00% 864 0.43% Location 4 NJ 33 at White Horse-Hamilton Square (5.32 - 5.42) Accident Summary Year 2002 - 2004

Total: 43 State Total: 202,325

Collision Type Count % of Total State Count State % of Total Same Direction - Rear End 26 60.47% 91,031 44.99% Same Direction - Sideswipe 3 6.98% 33,722 16.67% Angle 11 25.58% 25,691 12.70% Head On 0 0.00% 7,514 3.71% Left Turn 3 6.98% 3,099 1.53% Parked Vehicle 0 0.00% 827 0.41% Unknown or Other 0 0.00% 1,523 0.75% Overturn 0 0.00% 22,560 11.15% Pedestrian 0 0.00% 5,440 2.69% Fixed Object 0 0.00% 3,077 1.52% Animal 0 0.00% 992 0.49% Pedacycle 0 0.00% 6,849 3.39% Severity Count % of Total State Count State % of Total Fatal 0 0.00% 580 0.29% Injury 16 37.21% 62,188 30.74% Property Damage Only 27 62.79% 139,557 68.98% Light Count % of Total State Count State % of Total Day 35 81.40% 141,902 70.14% Night/Dawn/Dusk 8 18.60% 59,637 29.48% Unknown 0 0.00% 786 0.39% Intersection Count % of Total State Count State % of Total At Intersection 20 46.51% 84,821 41.92% Not at Intersection 23 53.49% 117,504 58.08% Railroad Crossing 0 0.00% 0 0.00% Surface Condition Count % of Total State Count State % of Total Dry 36 83.72% 147,395 72.85% Wet Surface 7 16.28% 46,969 23.21% Snow or Ice 0 0.00% 7,097 3.51% Unknown or Other 0 0.00% 864 0.43% Location 5 NJ 33 at Yardville-Hamilton Square (5.44 - 5.54) Accident Summary Year 2002 - 2004

Total: 49 State Total: 202,325

Collision Type Count % of Total State Count State % of Total Same Direction - Rear End 16 32.65% 91,031 44.99% Same Direction - Sideswipe 5 10.20% 33,722 16.67% Angle 14 28.57% 25,691 12.70% Head On 1 2.04% 7,514 3.71% Left Turn 6 12.24% 3,099 1.53% Parked Vehicle 0 0.00% 827 0.41% Unknown or Other 2 4.08% 1,523 0.75% Overturn 0 0.00% 22,560 11.15% Pedestrian 1 2.04% 5,440 2.69% Fixed Object 4 8.16% 3,077 1.52% Animal 0 0.00% 992 0.49% Pedacycle 0 0.00% 6,849 3.39% Severity Count % of Total State Count State % of Total Fatal 0 0.00% 580 0.29% Injury 15 30.61% 62,188 30.74% Property Damage Only 34 69.39% 139,557 68.98% Light Count % of Total State Count State % of Total Day 42 85.71% 141,902 70.14% Night/Dawn/Dusk 7 14.29% 59,637 29.48% Unknown 0 0.00% 786 0.39% Intersection Count % of Total State Count State % of Total At Intersection 24 48.98% 84,821 41.92% Not at Intersection 25 51.02% 117,504 58.08% Railroad Crossing 0 0.00% 0 0.00% Surface Condition Count % of Total State Count State % of Total Dry 36 73.47% 147,395 72.85% Wet Surface 12 24.49% 46,969 23.21% Snow or Ice 1 2.04% 7,097 3.51% Unknown or Other 0 0.00% 864 0.43% Location 6 NJ 33 at George Dye Road (6.30 - 6.40) Accident Summary Year 2002 - 2004

Total: 54 State Total: 202,325

Collision Type Count % of Total State Count State % of Total Same Direction - Rear End 21 38.89% 91,031 44.99% Same Direction - Sideswipe 1 1.85% 33,722 16.67% Angle 25 46.30% 25,691 12.70% Head On 0 0.00% 7,514 3.71% Left Turn 5 9.26% 3,099 1.53% Parked Vehicle 0 0.00% 827 0.41% Unknown or Other 0 0.00% 1,523 0.75% Overturn 0 0.00% 22,560 11.15% Pedestrian 0 0.00% 5,440 2.69% Fixed Object 2 3.70% 3,077 1.52% Animal 0 0.00% 992 0.49% Pedacycle 0 0.00% 6,849 3.39% Severity Count % of Total State Count State % of Total Fatal 0 0.00% 580 0.29% Injury 24 44.44% 62,188 30.74% Property Damage Only 30 55.56% 139,557 68.98% Light Count % of Total State Count State % of Total Day 44 81.48% 141,902 70.14% Night/Dawn/Dusk 9 16.67% 59,637 29.48% Unknown 1 1.85% 786 0.39% Intersection Count % of Total State Count State % of Total At Intersection 23 42.59% 84,821 41.92% Not at Intersection 31 57.41% 117,504 58.08% Railroad Crossing 0 0.00% 0 0.00% Surface Condition Count % of Total State Count State % of Total Dry 44 81.48% 147,395 72.85% Wet Surface 10 18.52% 46,969 23.21% Snow or Ice 0 0.00% 7,097 3.51% Unknown or Other 0 0.00% 864 0.43%

AP PENDIX B

Pedestrian Level of Service

Lateral Seperation-Width of #Thru Width of Outside Shoulder/Bike Speed Pavement %On-Street % of Road Segment Sidewalk Buffer Road Name From To Lanes Lane (ft) Lane (ft) Vol (ADT) Limit Rating Parking with Sidewalk Width (ft) Width (ft) SCORE GRADE Washington Blvd RT 33 Hutchinson Rd 2 14 6 1800 35 5 0 100 5 7 1.78 B Pond Rd CR 526 Hutchinson Rd 2 11 4 1800 25 4 0 50 4 6 2.48 B Nottingham Way Greenbriar CR 535 2 19 0 7000 40 4 0 100 4 5 2.72 C Mercer St Nottingham Way Flock Rd 2 12 0 5000 25 4 0 100 5 3.5 2.29 B Nottingham Way CR 535 RT 533 2 19 0 9945 40 4 0 100 4 5 3.07 C Quaker Bridge Rd Mercerville-Edinburg Rd New St 2 18 0 6000 35 4 0 50 4 2 3.17 C Quaker Bridge Rd New St Flock Rd 2 12 8 6000 35 4 20 50 4 2 3.02 C RT 33 I-295 Mercerville-White Horse Rd 4 11 3 20000 35 4 0 100 4 5 3.04 C RT 33 Mercerville-White Horse Rd Yardville-Hamilton 2 16 4 9000 40 4 0 100 4 5 2.93 C RT 33 George Dye Rd Nottingham Way 2 16 4 14000 45 5 0 0 0 5 3.68 D RT 33 George Dye Rd Yardville-Hamilton Rd 2 16 4 14000 45 5 0 0 0 5 3.68 D Yardville-Hamilton Rd RT 33 Klockner Ave 2 15 10 8000 25 5 50 50 5 8 2.6 C Yardville-Hamilton Rd Klockner Ave Briarwood Dr 2 15 12 8000 45 5 50 50 7 8 3.06 C George Dye RT 33 Estates Blvd. 2 21 0 5000 25 4 60 100 5 2 1.86 B George Dye Estates Klockner Ave 2 21 0 5000 25 4 0 100 4 5 2.05 B Klockner Ave I-295 RT 533 2 15 10 3000 40 4 0 50 4 8 2.63 C Klockner Ave RT 533 Hamilton Sq. Whitehorse 4 15 10 6000 35 4 0 100 4 8 2.03 B Klockner Ave Hamilton Sq. Whitehorse Yardville-Hamilton 2 15 10 8000 40 4 0 100 4 8 2.7 C Estates Blvd Klockner Ave Hamilton Sq. Whitehorse 2 25 0 1800 25 4 0 100 4 8 1.19 A Estates Blvd Yardville-Hamilton Rd George Dye Rd 2 24 0 1800 25 5 0 100 4 10 1.39 A Estates Blvd George Dye Rd Limewood Dr 2 15 9 1800 25 4 30 100 5 8 1.06 A Hamilton Sq- Whitehorse Rd Nottingham Way Klockner Ave 2 12 9 5000 40 4 0 50 5 4 2.89 C Hamilton Sq- Whitehorse Rd Kuser Rd Klockner Ave 2 15 9 1600 40 4 0 100 5 7 1.58 B RT 533 Nottingham Way Klockner Ave 4 12 0 16000 45 3 0 50 4 7 4.02 D RT 533 Klockner Ave Kuser Rd 4 12 0 10000 45 3 0 100 4 7 2.96 C

Source: DVRPC 2006 Bicycle Level of Service Evaluation

Bicycle Level of Service Traffic Vol. Data Width # of Occupied Traffic Pk/Dly. Dir. Trk. Post. of Parking Desig. Pavement BLOS Lanes Vol. Ratio Split Pct. Spd. Pavemen Spaces OSP Condition Bike Road Name From To MCD Th (ADT) (Kd) (D) (HV) (SPp) (Wt) (Wl) (OSPA) (OSPD) (PCt) (PCl) Lane Score Grade # (vpd) 0.10 0.565 (%) mph (ft) (ft) NB/E SB/WB (%) (1..5) (1..5) (Y/N) (A..F) Washington Blvd Union St Rt 33 Washington 2 1,800 0.10 0.565 2 35 20.0 6.0 0 0 0 5.0 5.0 N 3.79 D

Pond Rd Pond Rd Hutchinson Washington 2 1,800 0.10 0.565 2 25 15.0 4.0 0 0 0 4.0 4.0 N 3.59 D

Notthingham Ave Greenbriar Mercer Hamilton 2 7,000 0.10 0.565 2 35 19.0 n/a 0 0 0 5.0 n/a N 4.49 D

Notthingham Ave Mercer St Rt 533 Hamilton 2 9,945 0.10 0.565 2 40 19.0 n/a 0 0 0 4.0 3.0 N 4.92 E

Mercer St Nottingnham Ave Flock Rd Hamilton 2 5,000 0.10 0.565 2 25 12.0 n/a 0 0 0 4.0 2.0 N 4.12 D

Quaker Bridge Rd Mercerville-Edinburg Rd New St Hamilton 2 6,000 0.10 0.565 2 35 18.0 n/a 0 0 0 4.0 4.0 N 4.57 E

Quaker Bridge Rd New St Flock Rd Hamilton 2 6,000 0.10 0.565 2 40 20.0 8.0 0 0 20 4.0 n/a N 4.66 E Rt 33 I-295 Rt 533 Hamilton 4 20,000 0.10 0.565 2 40 14.0 3.0 0 0 0 5.0 n/a N 4.77 E

Rt 33 Rt 533 Yardville-Hamilton Square Rd Hamilton 2 9,000 0.10 0.565 2 40 20.0 4.0 0 0 0 4.0 3.0 N 4.87 E

Rt 33 Yardville Rd US 130 Wash/Ham. 2 14,000 0.10 0.565 2 45 20.0 4.0 0 0 0 5.0 5.0 N 5.01 E

Yardville-Hamilton Square Rd Rt 33 Klockner Ave Hamilton 2 8,000 0.10 0.565 2 45 25.0 10.0 0 0 50 4.0 4.0 N 4.88 E

Yardville-Hamilton Square Rd Klockner Ave Briarwood Dr Hamilton 2 8,000 0.10 0.565 2 45 27.0 n/a 0 0 50 4.0 4.0 N 4.88 E

George Dye Rd Rt 33 Carl Sandburg Rd Hamilton 2 5,000 0.10 0.565 2 35 21.0 n/a 0 0 60 4.0 3.0 N 4.48 D

George Dye Rd Estates Blvd Klocker Ave Hamilton 2 5,000 0.10 0.565 2 25 21.0 n/a 0 0 0 4.0 3.0 N 4.12 D

Klocker Ave George Dye Rd Yardville Rd Hamilton 2 2,000 0.10 0.565 2 35 24.0 9.0 0 0 0 4.0 3.0 N 4.00 D

Klocker Ave Yardville Rd Hamilton Square-White Horse Hamilton 2 8,000 0.10 0.565 2 40 24.0 10.0 0 0 0 4.0 4.0 N 4.81 E

Klocker Ave Hamilton Square-White HorseRt 533 Hamilton 4 6,000 0.10 0.565 2 35 24.0 10.0 0 0 0 5.0 4.0 N 4.06 D

Klocker Ave Rt 533 I-295 Hamilton 2 3,000 0.10 0.565 2 40 24.0 9.0 0 0 0 4.0 4.0 N 4.31 D

Estates Blvd Klocker Ave Hamilton Square-White Horse Hamilton 2 1,800 0.10 0.565 2 25 25.0 n/a 0 0 0 4.0 4.0 N 3.59 D

Estates Blvd Yardville-Hamilton Square Rd George Dye Rd Hamilton 2 1,800 0.10 0.565 2 25 24.0 n/a 0 0 0 5.0 5.0 N 3.43 C

Estates Blvd George Dye Rd Limewood Dr Hamilton 2 1,800 0.10 0.565 2 25 24.0 9.0 0 0 30 4.0 4.0 N 3.59 D

Hamilton Square-White Horse Notthingham Ave Klocker Ave Hamilton 2 5,000 0.10 0.565 2 40 21.0 9.0 0 0 0 4.0 n/a N 4.57 E

Hamilton Square-White Horse Kuser Rd Klocker Ave Hamilton 2 1,600 0.10 0.565 2 40 24.0 9.0 0 0 0 4.0 n/a N 4.00 D

Rt 533 Rt 33 Klockner Ave Hamilton 4 16,000 0.10 0.565 2 45 24.0 n/a 0 0 0 4.0 n/a N 4.88 E

Rt 533 Klocker Ave Kuser Rd Hamilton 4 10,000 0.10 0.565 2 45 24.0 n/a 0 0 0 3.0 n/a N 4.97 E

Source: DVRPC 2006

APPENDIX C

Fare Information To Hamilton Marketplace This is an exact fare line. Passengers are required to have exact fare when boarding buses on this line. One MERCER MALL Weekdays Saturdays Sundays dollar bills and most U.S. coins are accepted. Drivers do not carry money and cannot make change. QUAKER BRIDGE MALL How to determine your fare 603 Your fare is based on the number of zones you travel through. Check the map on this schedule to see how many zones you travel. Each time you cross a zone boundary, you must pay for another zone. Effective: April 8, 2006 Cash Fares Zone 1 2 3 Transfer Serving: Nassau Park Adult $1.25 $1.75 $2.10 $0.55 Children & Wal-Mart/Sam’s/Home Depot Sr. Citizens $0.60 $0.80 $0.95 $0.25 Mercer Mall Transfers must be purchased when boarding bus. Quaker Bridge Mall Reduced Fare Program Lawrence Center Children’s Fares - Ages 5-11 save 50% or more from regular one-way fares at all times. Up to three children ages Helene Fuld Med. Center four and under ride free with a passenger paying any fare LAWRENCE TWP. LAWRENCE TWP. Mercer Mall WEST WINDSOR TWP. Wal-Mart LAWRENCE TWP. Quaker Bridge Mall LAWRENCE TWP. Franklin Corner & Princeton Pike LAWRENCE TWP. Lawrence Center TRENTON Brunswick & N. Olden Ave. TRENTON S. Warren & W. State St. TRENTON S. Broad & Liberty St. WHITE HORSE White Horse Circle MERCERVILLE Hamilton Senior Citizens Complex HAMILTON SQUARE Hamilton Hospital YARDVILLE Yardville-Groveville Rd. & S. Broad St. HAMILTON SQUARE Hamilton Shop-Rite HAMILTON Hamilton Marketplace LAWRENCE TWP. Mercer Mall WEST WINDSOR TWP. Wal-Mart LAWRENCE TWP. Quaker Bridge Mall LAWRENCE TWP. Franklin Corner & Princeton Pike LAWRENCE TWP. Lawrence Center TRENTON Brunswick & N. Olden Ave. TRENTON S. Warren & W. State St. TRENTON S. Broad & Liberty St. WHITE HORSE White Horse Circle MERCERVILLE Hamilton Senior Citizens Complex HAMILTON SQUARE Hamilton Hospital YARDVILLE Yardville-Groveville Rd. & S. Broad St. HAMILTON SQUARE Hamilton Shop-Rite HAMILTON Hamilton Marketplace LAWRENCE TWP. Mercer Mall WEST WINDSOR TWP. Wal-Mart LAWRENCE TWP. Quaker Bridge Mall Lawrence Center TRENTON Brunswick & N. Olden Ave. TRENTON S. Warren & W. State St. TRENTON S. Broad & Liberty St. WHITE HORSE White Horse Circle YARDVILLE Yardville-Groveville Rd. & S. Broad St. HAMILTON Hamilton Marketplace Trenton except child/student. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. Senior Citizens 62 and older and passengers with Sovereign Arena ––––5.30 5.38 5.48 5.59 6.04 – – 6.11 – – ––––6.15 6.23 6.33 6.44 6.51 – – 6.58 – – 7.00 7.03 7.07 7.17 7.23 7.32 7.43 7.50 7.55 8.03 disabilities can travel on-board NJ TRANSIT trains, Mercer County Court House – – – 6.05 6.10 6.18 6.28 6.39 6.46 – 7.01 – 7.04 – 6.28 6.31 6.35 6.40 6.45 6.53 7.03 7.14 7.21 – 7.37 – 7.40 – 8.20 8.23 8.27 8.37 8.43 8.52 9.03 9.10 9.15 9.23 buses, and light rail vehicles at a reduced fare of one-half ––––6.50 6.58 7.08 7.19 7.26 – – 7.33 – 7.41 – – – 7.08 7.15 7.23 7.33 7.44 7.51 – – 7.58 – 8.06 9.20 9.23 9.27 9.37 9.43 9.52 10.03 10.10 10.15 10.23 the regular one-way fare or less at all times. Seniors Hamilton ––––7.10 7.18 7.28 7.39 7.46 – – – 8.01 – – – – 7.38 7.45 7.53 8.03 8.14 8.21 – – – 8.37 – 10.20 10.23 10.27 10.37 10.43 10.52 11.03 11.10 11.15 11.23 Citizens 62 and older may be asked to present a valid ID White Horse ––––7.30 7.38 7.48 7.59 8.06 – – 8.13 – 8.21 – – – 8.08 8.15 8.23 8.33 8.44 8.51 – – 8.58 – 9.06 ––––––P.M. P.M. P.M. P.M. (any ID or document printed with your date of birth and ––––7.50 7.58 8.08 8.19 8.26 – 8.41 – 8.44 – – – – 8.38 8.45 8.53 9.03 9.14 9.21 9.30 – – 9.40 9.52 11.20 11.23 11.27 11.37 11.43 11.52 12.03 12.10 12.15 12.23 issued by a government, social service, or mass Yardville – – – 8.15 8.20 8.28 8.38 8.49 8.56 – – 9.03 – 9.11 9.00 9.03 9.07 9.14 9.19 9.27 9.39 9.50 9.57 – – 10.04 – 10.12 P.M. P.M. P.M. P.M. P.M. P.M. –––– transportation agency) to obtain the reduced fare. Valid ID Mercerville – – – 8.45 8.50 8.58 9.08 9.19 9.26 9.35 9.44 – 9.47 – 9.30 9.33 9.37 – 9.47 9.55 10.07 10.18 10.25 10.34 – – 10.44 10.56 12.20 12.23 12.27 12.37 12.43 12.52 1.03 1.10 1.15 1.23 for Seniors 65 and older also includes the MTA Reduced 9.06 9.10 9.16 9.23 9.28 9.36 9.48 9.59 10.06 – – 10.13 – 10.21 10.00 10.03 10.07 10.14 10.19 10.27 10.39 10.50 10.57 – – 11.04 – 11.12 1.20 1.23 1.27 1.37 1.43 1.52 2.03 2.10 2.15 2.23 Fare Card; PA Senior Citizen Transit ID or PACE Card; Hamilton Square 9.36 9.40 9.46 – 9.56 10.04 10.16 10.27 10.34 10.43 10.52 – 10.55 – 10.30 10.33 10.37 – 10.47 10.55 11.07 11.18 11.25 11.34 – – 11.44 11.56 2.20 2.23 2.27 2.37 2.43 2.52 3.03 3.10 3.15 3.23 PATH Senior Fare Card; or Medicare Card. Passengers Hamilton Hospital (Limited) 10.06 10.10 10.16 10.23 10.28 10.36 10.48 10.59 11.06 – – 11.13 – 11.21 –––––––––––P.M. – P.M. 3.20 3.23 3.27 3.37 3.43 3.52 4.03 4.10 4.15 4.23 with disabilities must present an NJ TRANSIT Reduced 10.36 10.40 10.46 – 10.56 11.04 11.16 11.27 11.34 11.43 – – 11.52 – 11.00 11.03 11.07 11.14 11.19 11.27 11.39 11.50 11.57 – – 12.04 – 12.12 4.20 4.23 4.27 4.37 4.43 4.52 5.03 5.10 5.15 5.23 Fare ID or Medicare Card to obtain the reduced fare. Call ––––––––P.M. – – P.M. – P.M. ––––––P.M. P.M. P.M. P.M. – – P.M. – 5.40 5.43 5.47 5.57 6.03 6.12 6.23 6.30 6.35 6.43 (973) 378-6401 for more information on the Reduced Fare 11.06 11.10 11.16 11.23 11.28 11.36 11.48 11.59 12.06 – – 12.13 – 12.21 11.30 11.33 11.37 – 11.47 11.55 12.07 12.18 12.25 12.34 – – 12.44 12.56 – – 6.17 6.27 6.33 6.42 6.53 7.00 7.05 7.13 Program. Weekdays/Saturdays –––––P.M. P.M. P.M. – P.M. P.M. – P.M. – P.M. P.M. P.M. P.M. P.M. P.M. –––––––– 7.00 7.03 7.07 7.17 7.23 7.32 7.43 7.50 7.55 8.03 Monthly Passes are available for frequent riders at a 11.36 11.40 11.46 – 11.56 12.04 12.16 12.27 12.34 12.43 12.52 – 12.55 – 12.00 12.03 12.07 12.14 12.19 12.27 12.39 12.50 12.57 – – 1.04 – 1.12 8.45 8.48 8.52 9.02 9.08 9.17 9.28 9.35 9.40 9.48 substantial discount from the regular fare. Buy a pass at a Limited service to/from P.M. P.M. P.M. P.M. P.M. ––––––––– 12.30 12.33 12.37 – 12.47 12.55 1.07 1.18 1.25 1.34 – – 1.44 1.56 –––––––A.M. A.M. A.M. NJ TRANSIT ticket agent or through NJ TRANSIT 12.06 12.10 12.16 12.23 12.28 12.36 12.48 12.59 1.06 – – 1.13 – 1.21 1.00 1.03 1.07 1.14 1.19 1.27 1.39 1.50 1.57 – – 2.04 – 2.12 11.15 11.18 11.22 11.32 11.38 11.47 11.58 12.05 12.10 12.18 Mail-Fare, One Penn Plaza East, Newark, NJ 07105-2246. Princeton Corporate 12.36 12.40 12.46 – 12.56 1.04 1.16 1.27 1.34 1.43 – – 1.52 – 1.30 1.33 1.37 – 1.47 1.55 2.07 2.18 2.25 2.34 – – 2.44 2.56 1667 Call 1(800) 648-0215 for more information. 1.06 1.10 1.16 1.23 1.28 1.36 1.48 1.59 2.06 – – 2.13 – 2.21 2.00 2.03 2.07 2.14 2.19 2.27 2.39 2.50 2.57 – – 3.04 – 3.12 You Can Ride With Your Rail Pass Center discontinued due 1.36 1.40 1.46 – 1.56 2.04 2.16 2.27 2.34 2.43 – – 2.52 – 2.30 2.33 2.37 – 2.47 2.55 3.07 3.18 3.25 3.34 – – 3.44 3.56 You can use your NJ TRANSIT monthly rail pass on 2.06 2.10 2.16 2.23 2.28 2.36 2.48 2.59 3.06 – – 3.13 – 3.21 3.00 3.03 3.07 3.14 3.19 3.27 3.39 3.50 3.57 – – 4.04 – 4.12 NJ TRANSIT buses. Monthly rail passes are imprinted with to low ridership 2.36 2.40 2.46 – 2.56 3.04 3.16 3.27 3.34 3.43 3.52 – 3.55 – 3.30 3.33 3.37 – 3.47 3.55 4.07 4.18 4.25 4.34 – – 4.44 4.56 All trips are operated with lift-equipped buses. a zone number. You can use your rail pass for bus trips up to the number of zones imprinted, during the month of ––––3.20 3.28 3.40 3.51 3.58 – – 4.05 – – 4.00 4.03 4.07 4.14 4.19 4.27 4.39 4.50 4.57 – – 5.04 – 5.12 validity. 3.06 3.10 3.16 3.23 3.28 3.36 3.48 3.59 4.06 – – 4.13 – 4.21 4.30 4.33 4.37 – 4.47 4.55 5.07 5.18 5.25 – – – 5.41 5.53 You can use your NJ TRANSIT weekly rail pass for any 3.36 3.40 3.46 – 3.56 4.04 4.16 4.27 4.34 4.43 – – 4.52 – 5.00 5.03 5.07 5.14 5.19 5.27 5.39 5.50 5.57 – – 6.04 – 6.12 local NJ TRANSIT bus trip up to one zone, at no additional 4.06 4.10 4.16 4.23 4.28 4.36 4.48 4.59 5.06 – – 5.13 – 5.21 5.30 5.33 5.37 – 5.47 5.55 6.07 6.17 6.21 – – – 6.37 6.49 If you have a disability that prevents you from charge during the week of validity. 4.36 4.40 4.46 – 4.56 5.04 5.16 5.27 5.34 – 5.49 – 5.52 – 6.00 6.03 6.07 – 6.17 6.25 6.35 6.45 6.49 – – – 7.05 7.17 using the bus, information about Access Link, 5.06 5.10 5.16 5.23 5.28 5.36 5.48 5.59 6.06 – – 6.13 – 6.21 6.30 6.33 6.37 6.44 6.49 6.57 7.07 7.17 7.21 – – 7.26 – 7.34 NJ TRANSIT’s ADA paratransit service is 5.36 5.40 5.46 5.53 5.58 6.06 6.18 6.28 6.35 – 6.50 – 6.53 – 7.30 7.33 7.37 7.44 7.49 7.57 8.07 8.17 8.21 – – 8.26 – 8.34 available by calling 1(800) 772-2222. 5.56 6.00 6.06 6.16 6.21 6.29 6.39 6.49 6.56 – – 7.01 – 7.09 – – 8.03 8.10 8.15 8.23 8.33 8.43 8.47 – – – 9.03 – 6.16 6.20 6.26 6.33 6.38 6.46 6.56 7.06 7.13 – – 7.18 – 7.26 8.30 8.33 8.37 8.44 8.49 8.57 9.07 9.17 9.21 – – 9.26 – 9.34 6.46 6.50 6.56 – 7.06 7.14 7.24 7.34 7.41 – – 7.46 – 7.54 9.30 9.33 9.37 – 9.47 9.55 10.05 10.15 10.19 – – 10.24 – 10.32 7.30 7.34 7.40 – 7.50 7.58 8.08 8.18 8.25 – – 8.30 – 8.38 10.45 10.48 10.52 – 11.02 11.10 11.20 11.30 11.34 – – 11.39 – 11.47 8.30 8.34 8.40 – 8.50 8.58 9.08 9.18 9.25 – – 9.30 – 9.38 –––––––A.M. A.M. – – A.M. – A.M. 9.40 9.44 9.50 – 10.00 10.08 10.18 10.28 10.35 – – 10.40 – 10.48 11.15 11.18 11.22 – 11.32 11.40 11.50 12.00 12.04 – – 12.11 – 12.19 –––––––A.M. A.M. – – A.M. – A.M. 1666 11.15 11.19 11.25 – 11.35 11.43 11.53 12.03 12.10 – – 12.15 – 12.23 RECEIPT FOR RIDE 1665 Don’t forget to take one! Printed with soy ink on 30% post The Way To Go. consumer waste T0603 - 2/06 recycled paper www.njtransit.com To Quaker Bridge Mall/Mercer Mall Customer Services

Place Market Commendations/Complaints

Hamilton

? Weekdays Saturdays Sundays 8 a.m. - 5 p.m. Monday thru Friday

Blvd n

Customer Service ...... 1 (800) 772-2222

Market Place Market Fax ...... 1 (973) 491-7567 S130 US

< How to use this schedule

letw Rd. Allentown 1. Choose the direction you wish to travel and locate

O

Post YARDVILLE US 130 US Office O the WEEKDAY, SATURDAY or SUNDAY schedule.

Hamilton

Road t 156 Rt. - Timepoints are listed from the beginning of the route Groveville Rd. (on the left) to the end (on the right).

2. Timepoints in the schedule correspond with the Yardville timepoint dots on the map. If your stop is between

Klockner Yardville two timepoints, use the earlier time as a guide.

? 3. If there is a letter to the left of the times listed for the 606, 607, 608, 609 trip you wish to take, look for the explanation under Yardville - Hamilton Sq. Rd. or next to the schedule block.

Connecting Bus Service T1 600, 601, 602, 604

T2 600, 602, 604, 607 T3 600, 605, 609 4. Check departure location information on front, if HAMILTON Hamilton Marketplace HAMILTON SQUARE Hamilton Shop-Rite YARDVILLE Yardville-Groveville Rd. & S. Broad St. HAMILTON SQUARE Hamilton Hospital MERCERVILLE Hamilton Senior Citizens Complex WHITE HORSE White Horse Circle TRENTON S. Broad & Liberty St. TRENTON N. Broad & E. State St. TRENTON Brunswick & N. Olden Ave. LAWRENCE TWP. Lawrence Center LAWRENCE TWP. Franklin Corner & Princeton Pike LAWRENCE TWP. Quaker Bridge Mall WEST WINDSOR TWP. Wal-Mart LAWRENCE TWP. Mercer Mall HAMILTON Hamilton Marketplace YARDVILLE Yardville-Groveville Rd. & S. Broad St. WHITE HORSE White Horse Circle TRENTON S. Broad & Liberty St. TRENTON N. Broad & E. State St. TRENTON Brunswick & N. Olden Ave. LAWRENCE TWP. Lawrence Center LAWRENCE TWP. Quaker Bridge Mall WEST WINDSOR TWP. Wal-Mart LAWRENCE TWP. Mercer Mall HAMILTON Hamilton Marketplace HAMILTON SQUARE Hamilton Shop-Rite YARDVILLE Yardville-Groveville Rd. & S. Broad St. HAMILTON SQUARE Hamilton Hospital MERCERVILLE Hamilton Senior Citizens Complex WHITE HORSE White Horse Circle TRENTON S. Broad & Liberty St. TRENTON N. Broad & E. State St. TRENTON Brunswick & N. Olden Ave. LAWRENCE TWP. Lawrence Center LAWRENCE TWP. Franklin Corner & Princeton Pike LAWRENCE TWP. Quaker Bridge Mall WEST WINDSOR TWP. Wal-Mart LAWRENCE TWP. Mercer Mall ,. applicable. Be sure to see other special notes for Road A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M.

Hospital A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M.

Hamilton A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M.

Hamilton

Shop-Rite more information.

ve.

? S. Broad St. S. Broad aitnS.Rd. Sq. Hamilton – 4.52 – – – 5.08 5.15 5.26 5.36 5.44 5.49 – – – – 5.45 5.50 5.57 6.08 6.17 6.23 6.35 6.41 6.43 ? – 5.15 – – – 5.31 5.38 5.49 5.59 6.07 – 6.19 6.25 6.27 5. Be sure to check the bus destination sign before – – 5.31 – – 5.38 5.45 5.56 6.06 6.14 – 6.26 6.32 6.35 – 7.05 7.10 7.17 7.28 7.37 7.43 7.55 8.01 8.03 – 6.05 – – – 6.21 6.28 6.39 6.49 6.57 7.04 – – – boarding the bus. – 5.52 – – – 6.08 6.15 6.26 6.36 6.44 –––– ––––––6.52 7.03 7.13 – – 7.21 7.27 7.29 8.17 8.25 8.30 8.37 8.48 8.57 9.03 9.15 9.21 9.23 Paxson < – – 6.21 – – 6.28 6.35 6.46 6.56 7.04 –––– – – 7.10 – – 7.17 7.24 7.35 7.45 7.53 8.00 – – – 9.37 9.45 9.50 9.57 10.08 10.17 10.23 10.35 10.41 10.43 ––––––6.50 7.01 7.11 – – 7.21 7.27 7.30 – 7.35 – – – 7.51 7.58 8.09 8.19 8.27 – 8.39 8.45 8.47 10.37 10.45 10.50 10.57 11.08 11.17 11.23 11.35 11.41 11.43 Acme Please... HAMILTON SQUARE HAMILTON – 6.37 – – – 6.53 7.00 7.11 7.21 7.29 –––– – – 8.15 – – 8.22 8.29 8.40 8.50 8.58 9.05 9.15 9.21 9.23 ––––P.M. P.M. P.M. P.M. P.M. P.M.

WHITE HORSE For the comfort of all, observe these simple rules while

White Horse White – – 7.06 – – 7.13 7.20 7.31 7.41 7.49 7.54 – – – Blvd.

NJ 33 11.37 11.45 11.50 11.57 12.08 12.17 12.23 12.35 12.41 12.43

Zone changes at South Broad Street

and White Horse A 8.25 8.37 – – – 8.53 9.00 9.11 9.23 9.31 – 9.43 9.49 9.51 riding the bus: White Horse Avenue Horse White 7.18 – 7.26 – – 7.33 7.40 7.51 8.01 8.09 8.14 – – – 9.05 – 9.13 – – 9.20 9.27 9.38 9.50 9.58 10.03 10.10 10.16 10.18 P.M. P.M. P.M. P.M. –––––– US 206 – 7.34 – 7.37 – 7.53 8.00 8.11 8.21 8.29 – 8.41 8.47 8.50 9.25 9.37 – – 9.47 9.56 10.03 10.14 10.26 10.34 – 10.46 10.52 10.54 12.37 12.45 12.50 12.57 1.08 1.17 1.23 1.35 1.41 1.43 • No smoking. ,.p 7.58 – 8.06 – – 8.13 8.20 8.31 8.41 8.49 8.54 9.01 9.07 9.10

10.11 – 10.19 – – 10.26 10.33 10.44 10.56 11.04 11.09 11.16 11.22 11.24 1.37 1.45 1.50 1.57 2.08 2.17 2.23 2.35 2.41 2.43 • No eating or drinking. Lamont – 8.17 – – – 8.33 8.40 8.51 9.01 9.09 – 9.21 9.27 9.30 10.25 10.37 – – 10.47 10.56 11.03 11.14 11.26 11.34 – 11.46 11.52 11.54 2.37 2.45 2.50 2.57 3.08 3.17 3.23 3.35 3.41 3.43

601 8.38 – 8.46 – – 8.53 9.00 9.11 9.23 9.31 9.36 9.43 9.49 9.52 3.37 3.45 3.50 3.57 4.08 4.17 4.23 4.35 4.41 4.43 • No littering.

< –––––––––P.M. P.M. P.M. P.M. P.M. Arena

Mall

Klockner – 9.07 – – – 9.23 9.30 9.41 9.53 10.01 – 10.13 10.19 10.22 4.37 4.45 4.50 4.57 5.08 5.17 5.23 5.35 5.41 5.43

11.11 – 11.19 – – 11.26 11.33 11.44 11.56 12.04 12.09 12.16 12.22 12.24 • Use headphones if you’re listening to a radio. Estates Independence 9.38 – 9.46 – – 9.53 10.00 10.11 10.23 10.31 10.36 10.43 10.49 10.52 ––––––P.M. P.M. P.M. ––––– 5.37 5.45 5.50 5.57 6.08 6.17 6.23 6.35 6.41 6.43

? Liberty St. Liberty – 10.01 – 10.04 10.14 10.23 10.30 10.41 10.53 11.01 – 11.13 11.19 11.22 11.25 11.37 – – 11.47 11.56 12.03 12.14 12.26 12.34 – 12.46 12.52 12.54 6.57 7.05 7.10 7.17 7.28 7.37 7.43 7.55 8.01 8.03 • Speak softly when using cellular phones. 10.38 – 10.46 – – 10.53 11.00 11.11 11.23 11.31 11.36 11.43 11.49 11.52 8.37 8.45 8.50 8.57 9.08 9.17 9.23 9.35 9.41 9.43 MERCERVILLE P.M. – P.M. – – P.M. ––––––––

Arena –––––––––P.M. – P.M. P.M. P.M.

Senior 9.57 10.05 10.10 10.17 10.28 10.37 10.43 10.55 11.01 11.03

Center 12.11 – 12.19 – – 12.26 12.33 12.44 12.56 1.04 1.09 1.16 1.22 1.24

< Hamilton Sovereign – 11.01 – 11.04 11.14 11.23 11.30 11.41 11.53 12.01 – 12.13 12.19 12.22 – P.M. – – P.M. ––––––––– 1667 Hamilton ––––––P.M. P.M. P.M. – P.M. – – – 12.25 12.37 – – 12.47 12.56 1.03 1.14 1.26 1.34 – 1.46 1.52 1.54 Ave. 11.38 – 11.46 – – 11.53 12.00 12.11 12.23 12.31 12.36 12.43 12.49 12.52 1.11 – 1.19 – – 1.26 1.33 1.44 1.56 2.04 2.09 2.16 2.22 2.24 Market St. – P.M. – P.M. P.M. P.M. –––––––– 1.25 1.37 – – 1.47 1.56 2.03 2.14 2.26 2.34 – 2.46 2.52 2.54 – 12.01 – 12.04 12.14 12.23 12.31 12.41 12.53 1.01 – 1.13 1.19 1.22 NJ Transit Information

Court

House 2.11 – 2.19 – – 2.26 2.33 2.44 2.56 3.04 3.09 3.16 3.22 3.24

Mercer

County P.M. – P.M. ––––––––––– 2.25 2.37 – – 2.47 2.56 3.03 3.14 3.26 3.34 – 3.46 3.52 3.54 Schedules, Fares, and Lost & Found

St. 12.38 – 12.46 – – 12.53 1.00 1.11 1.23 1.31 1.36 1.43 1.49 1.52

Time Point Transfer Point Transfer Connecting Route Limited Service Zone Boundary 3.11 – 3.19 – – 3.26 3.33 3.44 3.56 4.04 4.09 4.16 4.22 4.24 .SaeSt. State E. 6 a.m. - Midnight Daily

,.s – 1.01 – 1.04 1.14 1.23 1.30 1.41 1.53 2.01 – 2.13 2.19 2.22

,.r

? – – – P.M. ––––––––––

Transit Information, Lost & Found, & ? 1.38 – 1.46 – – 1.53 2.00 2.11 2.23 2.31 2.36 2.43 2.49 2.52 Holiday Service Guide ,.p St.

800 – 3.34 – 3.37 3.47 3.56 4.03 4.14 4.26 4.34 – 4.46 4.52 4.54

Lift Equipped Bus Reservations . . . 1 (800) 772-2222

State – 2.05 – – 2.14 2.23 2.30 2.41 2.53 3.01 – 3.13 3.19 3.22 Schedule

W. 4.11 – 4.19 – – 4.26 4.33 4.44 4.56 5.04 5.09 5.16 5.22 5.24 Holiday Date

Warren Broad Text Telephone (TT) ...... 1 (800) 772-2287 2.38 – 2.46 – – 2.53 3.00 3.11 3.23 3.31 3.36 3.43 3.49 3.52 4.25 4.37 – – – 4.53 5.00 5.11 5.23 5.31 – 5.43 5.49 5.51 in Effect Good Friday Fri. 4/14/2006 Saturday PATCO Information ...... 1 (609) 772-6900 LAWRENCE – 3.05 – – 3.14 3.23 3.30 3.41 3.53 4.01 – 4.13 4.19 4.22 5.11 – 5.19 – – 5.26 5.33 5.44 5.56 6.04 6.09 6.16 6.22 6.24 SEPTA Information ...... 1 (215) 580-7800

Zone changes at Darrah Lane and Darrah

US 1 or Princeton Pike 3.38 – 3.46 – – 3.53 4.00 4.11 4.23 4.31 4.36 4.43 4.49 4.52 5.45 5.57 – – – 6.13 6.17 6.27 6.37 6.45 – 6.57 7.03 7.05 Memorial Day Mon. 5/29/2006 Sunday

Mill Road Mill – 3.51 – 3.54 4.04 4.13 4.20 4.31 4.43 4.51 – 5.03 5.09 5.12 Independence Day Tue. 7/4/2006 Sunday AMTRAK...... 1 (800) 872-7245

Brunswick Paul 6.45 6.57 – – – 7.13 7.17 7.27 7.37 7.45 – 7.57 8.03 8.05 Princeton

? – 4.17 – – – 4.33 4.40 4.51 5.03 5.11 5.16 5.23 5.29 5.32 7.25 – 7.33 – – 7.38 7.42 7.52 8.02 8.10 – 8.22 8.28 8.30 Labor Day Mon. 9/4/2006 Sunday N. Olden 4.38 – 4.46 – – 4.53 5.00 5.11 5.23 5.31 – 5.43 5.49 5.52

603 MERCER MALL/QUAKERBRIDGE MALL - HAMILTON MARKETPLACE MALL - HAMILTON 603 MERCER MALL/QUAKERBRIDGE 8.25 – 8.33 – – 8.38 8.42 8.52 9.02 9.10 – 9.22 9.28 9.30 Columbus Day Mon. 10/9/2006 Saturday Grovers ? – 5.07 – – – 5.23 5.30 5.40 5.52 6.00 – 6.12 6.18 6.21 9.25 – 9.33 – – 9.38 9.42 9.52 10.02 10.10 – 10.22 10.28 10.30 Veterans Day Sat. 11/11/2006 Saturday ,.t US 1 5.38 – 5.46 – – 5.53 6.00 6.10 6.22 6.30 – 6.42 6.48 6.51 Thanksgiving Day Thu. 11/23/2006 Sunday

? – – A.M. – – A.M. A.M. A.M. A.M. –––––

Center – 6.04 – 6.07 – 6.23 6.30 6.40 6.50 6.58 7.03 7.10 7.16 7.19 11.55 – 12.03 – – 12.08 12.12 12.22 12.32 ––––– Friday After Thanksgiving Fri. 11/24/2006 Saturday

ea Ave. Texas Mall Lawrence 6.38 – 6.46 – – 6.53 7.00 7.10 7.20 7.28 – 7.40 7.46 7.49 Security Hot Line ? 1666 Christmas Day Mon. 12/25/2006 Sunday

Bridge

Quaker

Quaker Bridge Road Quaker – 7.07 – – – 7.23 7.30 7.40 7.50 7.58 8.03 8.10 8.16 8.19 New Year’s Day Mon. 1/1/2007 Sunday 1 (888) TIPS NJT arhLane Darrah US1 7.38 – 7.46 – – 7.53 8.00 8.10 8.20 8.28 – 8.40 8.46 8.49 Martin Luther King Jr. Day Mon. 1/15/2007 Holiday To report suspicious activities or packages.

? ? 8.45 – 8.53 – – 8.58 9.05 9.15 9.25 9.33 – 9.45 9.51 9.54

Mall Princeton Pike Presidents’ Day Mon. 2/19/2007 Holiday Park Mercer 9.45 – 9.53 – – 9.58 10.05 10.15 10.25 10.33 – 10.45 10.51 10.54

Nassau Good Friday Fri. 4/6/2007 Holiday

Nassau A.M. – A.M. – – A.M. A.M. A.M. A.M. ––––– Franklin Corner Road Corner Franklin Memorial Day Mon. 5/28/2007 Sunday

Park Blvd. Park 12.25 – 12.33 – – 12.38 12.45 12.55 1.05 –––––

Rd. Line 1665

Province Fare Information To Mercerville/Hamilton Marketplace This is an exact fare line. Passengers are required to PRINCETON Weekdays Saturdays Sundays Holidays have exact fare when boarding buses on this line. One dollar bills and most U.S. coins are accepted. Drivers do MERCERVILLE not carry money and cannot make change. 606 HAMILTON How to determine your fare Your fare is based on the number of zones you travel MARKETPLACE through. Check the map on this schedule to see how many zones you travel. Each time you cross a zone boundary, you must pay for another zone. Effective: April 8, 2006 Cash Fares Serving: Princeton Zone 1234Transfer Princeton Care Center Adult $1.25 $1.75 $2.10 $2.55 $0.55 Children & Princeton Shopping Center Sr. Citizens $0.60 $0.80 $0.95 $1.15 $0.25 Palmer Square Transfers must be purchased when boarding bus. Princeton University Reduced Fare Program Lawrenceville Children’s Fares - Ages 5-11 save 50% or more from Lawrence regular one-way fares at all times. Up to three children ages Rider University W. State St. at S. Warren St. PRINCETON Princeton Care Center PRINCETON Princeton Community Village PRINCETON Redding Terrace PRINCETON Princeton Shopping Center PRINCETON BORO Nassau St. at Palmer Square HOPEWELL TWP Educational Testing Services Bus Stop LAWRENCEVILLE Franklin Corner Rd. at US 206 LAWRENCE TWP. Rider University TRENTON Princeton Ave. at N. Olden Ave. TRENTON W. State St. at Calhoun St. TRENTON TRENTON RAIL STATION -S. West Clinton Bus Ave.at Stop Barlow St. TRENTON Greenwood Ave. at S. Olden Ave. HAMILTON Hamilton Rail Station MERCERVILLE Nottingham Way at Regina Ave. WASHINGTON Foxmoor Shopping Center WASHINGTON Project Freedom HAMILTON Hamilton Marketplace

PRINCETON Princeton Care Center PRINCETON Princeton Community Village PRINCETON Redding Terrace PRINCETON Princeton Shopping Center PRINCETON BORO Nassau St. at Palmer Square LAWRENCEVILLE Franklin Corner Rd. at US 206 LAWRENCE TWP. Rider University TRENTON Princeton Ave. at N. Olden Ave. TRENTON W. State St. at Calhoun St. TRENTON W. State St. at S. WarrenTRENTON St. RAIL STATION -S. West Clinton Bus Ave. Stop at Barlow St. TRENTON Greenwood at S. Olden MERCERVILLE Nottingham Way at Regina Ave. WASHINGTON Foxmoor Shopping Center WASHINGTON Project Freedom HAMILTON Hamilton Marketplace PRINCETON Princeton Care Center PRINCETON Princeton Community Village PRINCETON Redding Terrace PRINCETON Princeton Shopping Center PRINCETON BORO Nassau at Palmer Square LAWRENCEVILLE Franklin Corner Rd. at US 206 LAWRENCE TWP. Rider University TRENTON Princeton Ave. at N. Olden Ave. TRENTON W. State St. at Calhoun St. TRENTON W. State St. at S. WarrenTRENTON St. RAIL STATION -S. West Clinton Bus Ave. Stop Barlow St. TRENTON Greenwood Ave. at S. Olden Ave. MERCERVILLE Nottingham Way at Regina Ave. WASHINGTON Foxmoor Shopping Center WASHINGTON Project Freedom HAMILTON Hamilton Marketplace PRINCETON Princeton Care Center PRINCETON Princeton Community Village PRINCETON Redding Terrace PRINCETON Princeton Shopping Center PRINCETON BORO Palmer Square LAWRENCEVILLE Franklin Corner Rd. at US 206 LAWRENCE Rider University TRENTON Princeton Ave. at N. Olden Ave. TRENTON W. State St. at Calhoun St. TRENTON W. State St. at WarrenTRENTON St. RAIL STATION South Clinton Avenue Bus Stop TRENTON Greenwood Ave. at S. Olden Ave. MERCERVILLE Nottingham Way at Regina Ave. WASHINGTON Foxmoor Shopping Center WASHINGTON Project Freedom HAMILTON Hamilton Marketplace four and under ride free with a passenger paying any fare A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. except child/student. Trenton – – – 5.07 5.16 – 5.28 5.30 5.39 5.47 5.51 5.56 6.01 6.12 6.18 6.25 – 6.35 7.28 7.30 7.34 7.37 7.44 7.54 7.56 8.04 8.11 8.15 8.20 8.25 8.33 8.40 8.43 8.55 7.38 7.40 7.44 7.47 7.54 8.04 8.06 8.14 8.21 8.25 8.30 8.35 8.43 8.50 8.53 9.05 6.23 6.25 6.29 6.32 6.39 6.49 6.51 6.59 7.06 7.10 7.15 7.20 7.28 7.35 7.38 – Senior Citizens 62 and older and passengers with Trenton Rail Station ––––––––––6.50 6.55 7.00 – 7.10 7.17 – 7.27 8.43 8.45 8.49 8.52 8.59 9.09 9.11 9.19 9.26 9.30 9.35 9.41 9.50 9.57 10.00 10.12 8.48 8.50 8.54 8.57 9.04 9.14 9.16 9.24 9.31 9.35 9.40 9.45 9.53 10.00 10.03 10.15 6.53 6.55 6.59 7.02 7.09 7.19 7.21 7.29 7.36 7.40 7.45 7.50 7.58 8.05 8.08 – disabilities can travel on-board NJ TRANSIT trains, Hamilton 6.31 6.33 – 6.37 6.46 – 6.58 7.00 7.09 7.17 7.21 7.26 7.31 7.42 7.48 7.55 7.58 8.11 9.58 10.00 – 10.03 10.10 10.21 10.23 10.31 10.38 10.42 10.47 10.53 11.02 11.09 – 11.19 9.58 10.00 – 10.03 10.10 10.21 10.23 10.31 10.38 10.42 10.47 10.53 11.00 11.09 – 11.19 7.23 7.25 7.29 7.32 7.39 7.49 7.51 7.59 8.06 8.10 8.15 8.20 8.28 8.35 8.38 8.51 buses, and light rail vehicles at a reduced fare of one-half the regular one-way fare or less at all times. Seniors 7.08 7.10 7.14 7.19 7.28 – 7.40 7.42 7.52 7.59 8.03 8.08 8.13 – 8.21 8.28 – 8.38 –––––––––––P.M. P.M. P.M. P.M. P.M. –––––––––––P.M. P.M. P.M. P.M. P.M. 7.53 7.55 7.59 8.02 8.09 8.19 8.21 8.29 8.36 8.40 8.45 8.50 8.58 9.05 – 9.15 Mercerville Citizens 62 and older may be asked to present a valid ID SD––––––––7.55 8.02 8.06 8.11 8.16 ––––– 11.04 11.06 11.10 11.13 11.20 11.31 11.33 11.41 11.48 11.52 11.57 12.03 12.12 12.19 12.22 12.34 11.08 11.10 – 11.13 11.20 11.31 11.33 11.41 11.48 11.52 11.57 12.03 12.12 12.19 12.22 12.34 8.23 8.25 8.29 8.32 8.39 8.49 8.51 8.59 9.06 9.10 9.15 9.21 9.30 9.37 9.40 9.53 Hamilton Rail Station (any ID or document printed with your date of birth and 7.33 7.35 7.39 7.44 7.53 – 8.05 8.07 8.16 8.24 8.28 8.33 8.38 – 8.48 8.55 8.58 – P.M. P.M. – P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. ––––– P.M. P.M. – P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. ––––– 8.53 8.55 8.59 9.02 9.09 9.19 9.21 9.29 9.36 9.40 9.45 9.51 10.00 10.07 – 10.17 issued by a government, social service, or mass Hamilton Square – – – 8.02 8.11 – 8.23 8.25 8.34 8.42 8.46 8.51 8.56 – 9.06 9.13 – 9.23 12.18 12.20 – 12.23 12.30 12.41 12.43 12.51 12.58 1.02 1.07 1.13 1.22 1.29 – 1.39 12.18 12.20 – 12.23 12.30 12.41 12.43 12.51 12.58 1.02 1.07 1.13 1.20 1.29 – 1.39 9.58 10.00 – 10.03 10.10 10.21 10.23 10.31 10.38 10.42 10.47 10.53 11.02 11.09 11.12 11.25 transportation agency) to obtain the reduced fare. Valid ID Foxmoor Shop. Ctr. 8.16 8.18 – 8.22 8.31 – 8.43 8.45 8.54 9.02 9.06 9.11 9.16 9.27 9.33 9.40 – 9.50 1.28 1.30 – 1.33 1.40 1.51 1.53 2.01 2.08 2.12 2.17 2.23 2.32 2.39 2.42 2.54 1.28 1.30 – 1.33 1.40 1.51 1.53 2.01 2.08 2.12 2.17 2.23 2.32 2.39 2.42 2.54 ––––––––––P.M.P.M. P.M. P.M. – P.M. for Seniors 65 and older also includes the MTA Reduced 8.33 8.35 8.39 8.44 8.53 – 9.05 9.07 9.16 9.24 9.28 9.33 9.38 – 9.48 9.55 9.58 – 2.38 2.40 – 2.43 2.50 3.01 3.03 3.11 3.18 3.22 3.27 3.33 3.42 3.49 – 3.59 2.38 2.40 – 2.43 2.50 3.01 3.03 3.11 3.18 3.22 3.27 3.33 3.40 3.49 – 3.59 11.13 11.15 – 11.18 11.25 11.36 11.38 11.46 11.53 11.57 12.02 12.08 12.17 12.24 – 12.34 Fare Card; PA Senior Citizen Transit ID or PACE Card; Washington – – – 9.02 9.11 – 9.23 9.25 9.33 9.40 9.44 9.49 9.54 – 10.04 10.11 – 10.21 3.48 3.50 – 3.53 4.00 4.11 4.13 4.21 4.28 4.32 4.37 4.43 4.52 4.59 5.02 5.14 3.48 3.50 – 3.53 4.00 4.11 4.13 4.21 4.28 4.32 4.37 4.43 4.52 4.59 5.02 5.14 P.M. P.M. – P.M. P.M. P.M. P.M. P.M. P.M. P.M. ––––P.M.– PATH Senior Fare Card; or Medicare Card. Passengers Project Freedom – – – 9.32 9.41 – 9.53 9.55 10.03 10.10 10.14 10.19 10.24 10.35 10.41 10.48 10.51 11.04 4.58 5.00 – 5.03 5.10 5.21 5.23 5.31 5.38 5.42 5.47 5.53 6.02 6.09 – 6.19 4.58 5.00 – 5.03 5.10 5.21 5.23 5.31 5.38 5.42 5.47 5.52 6.00 6.07 – 6.17 12.28 12.30 – 12.33 12.40 12.51 12.53 1.01 1.08 1.12 1.17 1.23 1.32 1.39 1.42 1.55 with disabilities must present an NJ TRANSIT Reduced Hamilton Marketplace 10.06 10.08 – 10.12 10.21 – 10.33 10.35 10.43 10.50 10.54 10.59 11.04 – 11.14 11.21 – 11.31 – – P.M. ––––––––––––– – – P.M. ––––––––––––– 1.43 1.45 – 1.48 1.55 2.06 2.08 2.16 2.23 2.27 2.32 2.38 2.47 2.54 – 3.04 Fare ID or Medicare Card to obtain the reduced fare. Call –––––––––––––––P.M. P.M. P.M. 6.08 6.10 6.14 6.17 6.24 6.34 6.36 6.44 6.51 6.55 7.00 7.05 7.13 7.20 7.23 7.35 6.08 6.10 6.14 6.17 6.24 6.34 6.36 6.44 6.51 6.55 7.00 7.05 7.13 7.20 7.23 7.35 3.08 3.10 – 3.13 3.20 3.31 3.33 3.41 3.48 3.52 3.57 4.03 4.12 4.19 4.22 4.35 (973) 378-6401 for more information on the Reduced Fare – – – 10.52 11.01 – 11.13 11.15 11.18 11.30 11.34 11.39 11.44 – 11.54 12.01 12.04 12.17 7.18 7.20 7.24 7.27 7.34 7.44 7.46 7.54 8.01 8.05 8.10 8.15 8.23 8.30 – 8.40 8.28 8.30 8.34 8.37 8.44 8.54 8.56 9.04 9.11 9.15 9.20 9.25 9.33 9.40 – 9.50 3.38 3.40 – 3.43 3.50 4.01 4.03 4.11 4.18 4.22 4.27 4.33 4.42 4.49 – 4.59 Program. ––––––––P.M. P.M. P.M. P.M. P.M. – P.M. – – – 8.28 8.30 8.34 8.37 8.44 8.54 8.56 9.04 9.11 9.15 9.20 9.25 9.33 9.40 9.43 9.55 10.13 10.15 10.19 10.22 10.29 10.39 10.41 10.49 10.56 11.00 11.05 11.10 11.18 11.25 11.28 – 4.08 4.10 – 4.13 4.20 4.31 4.33 4.41 4.48 4.52 4.57 5.03 5.12 5.19 5.22 5.35 Monthly Passes are available for frequent riders at a 11.26 11.28 – 11.32 11.41 – 11.53 11.55 12.03 12.10 12.14 12.19 12.24 – 12.34 12.41 – 12.51 9.38 9.40 9.44 9.47 9.54 10.04 10.06 10.14 10.21 10.25 10.30 10.35 10.43 10.50 10.53 11.05 –––––A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. – – – 4.38 4.40 – 4.43 4.50 5.01 5.03 5.11 5.18 5.22 5.27 5.33 5.42 5.49 – 5.59 substantial discount from the regular fare. Buy a pass at a – – – P.M. P.M. – P.M. P.M. –––––P.M. –––– 10.48 10.50 10.54 10.57 11.04 11.14 11.16 11.24 11.31 11.35 11.40 11.45 11.53 – – – 11.43 11.45 11.49 11.52 11.59 12.09 12.11 12.19 12.26 12.30 12.35 12.40 12.48 – – – 5.08 5.10 – 5.13 5.20 5.31 5.33 5.41 5.48 5.52 5.57 6.03 6.12 6.19 6.22 6.35 NJ TRANSIT ticket agent or through NJ TRANSIT – – – 12.10 12.20 – 12.33 12.35 12.43 12.50 12.54 12.59 1.04 1.15 1.21 1.28 – 1.38 A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. – – – 1604 5.38 5.40 – 5.43 5.50 6.01 6.03 6.11 6.18 6.22 6.27 6.32 6.40 6.47 – 6.57 Mail-Fare, One Penn Plaza East, Newark, NJ 07105-2246. P.M. P.M. –––––––––––––––– 12.13 12.15 12.19 12.22 12.29 12.39 12.41 12.49 12.56 1.00 1.05 1.10 1.18 – – – 6.53 6.55 – 6.58 7.05 7.15 7.17 7.25 7.32 7.36 7.41 7.46 7.54 8.01 8.04 8.17 Call 1(800) 648-0215 for more information. 12.44 12.46 – 12.50 1.00 – 1.13 1.15 1.23 1.35 1.39 1.44 1.49 – 1.59 2.06 2.09 2.22 1603 – – P.M. ––––––––––––– You Can Ride With Your Rail Pass – – – 1.30 1.40 – 1.53 1.55 2.03 2.15 2.19 2.24 2.29 – 2.39 2.46 – 2.56 Customer Services 7.58 8.00 8.04 8.07 8.14 8.24 8.26 8.34 8.41 8.45 8.50 8.55 9.03 9.10 9.13 9.26 You can use your NJ TRANSIT monthly rail pass on NJ TRANSIT buses. Monthly rail passes are imprinted with 2.04 2.06 – 2.10 2.20 – 2.33 2.35 2.43 2.55 2.59 3.04 3.09 – 3.19 3.26 3.29 – SD - Operates when school is in session. Commendations/Complaints 9.13 9.15 9.19 9.22 9.29 9.39 9.41 9.49 9.56 10.00 10.05 10.10 10.18 10.25 – 10.35 – – – 2.40 2.50 – 3.03 3.05 3.13 3.25 3.29 3.34 3.39 3.50 3.56 4.03 4.06 4.19 10.28 10.30 10.34 10.37 10.44 10.54 10.56 11.04 11.11 11.15 11.20 11.25 11.33 – – – a zone number. You can use your rail pass for bus trips up – – – 3.00 3.10 – 3.22 3.24 3.32 3.44 3.48 3.53 3.58 – 4.07 4.14 4.17 – 8 a.m. - 5 p.m. Monday thru Friday – A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. – – – to the number of zones imprinted, during the month of validity. 3.24 3.26 – 3.30 3.40 – 3.53 3.55 4.03 4.15 4.19 4.24 4.29 4.40 4.46 4.53 4.56 5.09 Customer Service ...... 1 (800) 772-2222 11.58 12.00 12.04 12.07 12.14 12.24 12.26 12.34 12.41 12.45 12.50 12.55 1.03 – – – You can use your NJ TRANSIT weekly rail pass for any – – – 4.00 4.10 – 4.23 4.25 4.33 4.45 4.49 4.54 4.59 – 5.08 5.15 5.18 – Fax ...... 1 (973) 491-7567 All trips are operated with lift-equipped buses. 1618H local NJ TRANSIT bus trip up to one zone, at no additional –––––P.M. –––––––––––– charge during the week of validity. –––––4.38 4.53 4.55 5.03 5.15 5.19 5.24 5.29 5.40 5.46 5.53 5.56 6.09 4.44 4.46 – 4.50 5.00 – 5.13 5.15 5.23 5.35 5.39 5.44 5.49 – 5.59 6.06 6.09 – How to use this schedule – – – 5.10 5.20 – 5.33 5.35 5.43 5.55 5.59 6.04 6.09 6.20 6.26 6.33 – 6.43 If you have a disability that prevents you from using the bus, 1. Choose the direction you wish to travel and locate the WEEKDAY, 5.34 5.36 – 5.40 5.50 – 6.03 6.05 6.13 6.25 6.29 6.34 6.39 6.50 6.56 7.03 7.06 7.19 information about Access Link, NJ TRANSIT’s ADA SATURDAY or SUNDAY schedule. Timepoints are listed from the 6.15 6.17 – 6.21 6.31 – 6.43 6.45 6.53 7.05 7.09 7.14 7.19 7.30 7.36 7.43 7.46 7.59 paratransit service is available by calling 1(800) 772-2222. beginning of the route (on the left) to the end (on the right). Please... – – P.M. ––––––––––––––– 2. Timepoints in the schedule correspond with the timepoint dots on For the comfort of all, observe these simple rules while riding the bus: 6.51 6.53 6.57 7.02 7.11 – 7.23 7.25 7.33 7.40 7.44 7.49 7.54 8.05 8.11 8.18 – 8.28 RECEIPT FOR RIDE the map. If your stop is between two timepoints, use the earlier 7.21 7.23 7.27 7.32 7.41 – 7.53 7.55 8.03 8.10 8.14 8.19 8.24 – 8.38 – – – • No smoking. 8.21 8.23 8.27 8.32 8.41 – 8.53 8.55 9.03 9.10 9.14 9.19 9.24 – 9.34 9.41 9.44 – time as a guide. Don’t forget to take one! • No eating or drinking. 9.32 9.34 9.38 9.43 9.52 – 10.04 10.06 10.14 10.21 10.25 10.30 10.35 – 10.43 10.50 – 11.00 3. If there is a letter to the left of the times listed for the trip you wish 10.32 10.34 10.38 10.43 10.52 – 11.04 11.06 11.14 11.21 11.25 11.30 11.35 – 11.45 – – – Security Hot Line to take, look for the explanation under or next to the schedule • No littering. block. ––––––A.M. A.M. A.M. A.M. A.M. A.M. A.M. – A.M. – – – • Use headphones if you’re listening to a radio. 11.32 11.34 11.38 11.43 11.52 – 12.04 12.06 12.14 12.21 12.25 12.30 12.35 – 12.45 – – – 1 (888) TIPS NJT 4. Check departure location information on front, if applicable. Be To report suspicious activities or packages. Printed with soy ink A.M. A.M. A.M. A.M. A.M. ––––––––––––– sure to see other special notes for more information. • Speak softly when using cellular phones. on 30% post The Way To Go. 12.48 12.50 12.54 12.59 1.08 – 1.20 1.22 1.30 1.37 1.41 1.46 1.51 – 2.01 – – – consumer waste 5. Be sure to check the bus destination sign before boarding the bus. recycled paper 1672 T0606 - 2/06 www.njtransit.com

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? Nottingham

Palmer Sq. Palmer HAMILTON Hamilton Marketplace WASHINGTON Project Freedom WASHINGTON Foxmoor Shopping Center MERCERVILLE Nottingham Way at Regina Ave. TRENTON Greenwood Ave. at S. Olden Ave. TRENTON RAIL STATION -S. East Clinton Bus Ave. Stop at Raoul WallenbergTRENTON Blvd. E. State St. at N. BroadTRENTON St. W. State St. at Calhoun St. TRENTON Princeton Ave. at N. Olden Ave. LAWRENCE TWP. Rider University LAWRENCEVILLE Franklin Corner Rd. at US 206 PRINCETON BORO Nassau St. across from Palmer Square PRINCETON Princeton Shopping Center PRINCETON Redding Terrace PRINCETON Princeton Community Village PRINCETON Princeton Care Center HAMILTON Hamilton Marketplace WASHINGTON Project Freedom WASHINGTON Foxmoor Shopping Center WEST WINDSOR Mercer County College MERCERVILLE Nottingham Way at Regina Ave. HAMILTON Hamilton Rail Station TRENTON Greenwood Ave. at S. Olden Ave. TRENTON RAIL STATION -S. East Clinton Bus Ave. Stop at Raoul WallenbergTRENTON Blvd. E. State St. at N. BroadTRENTON St. W. State St. at Calhoun St. TRENTON Princeton Ave. at N. Olden Ave. LAWRENCE TWP. Rider University LAWRENCEVILLE Franklin Corner Rd. at US 206 HOPEWELL TWP Educational Testing Services Bus Stop PRINCETON BORO Nassau St. across from Palmer Square PRINCETON Princeton Shopping Center PRINCETON Redding Terrace PRINCETON Princeton Community Village PRINCETON Princeton Care Center HAMILTON Hamilton Marketplace WASHINGTON Project Freedom WASHINGTON Foxmoor Shopping Center MERCERVILLE Nottingham Way at Regina Ave. TRENTON Greenwood Ave. at S. Olden Ave. TRENTON RAIL STATION -S. East Clinton Bus Ave. Stop at Raoul WallenbergTRENTON Blvd. E. State St. at N. BroadTRENTON St. W. State St. at Calhoun St. TRENTON Princeton Ave. at N. Olden Ave. LAWRENCE TWP. Rider University LAWRENCEVILLE Franklin Corner Rd. at US 206 PRINCETON BORO Nassau St. across from Palmer Square PRINCETON Princeton Shopping Center PRINCETON Redding Terrace PRINCETON Princeton Community Village PRINCETON Princeton Care Center

HAMILTON Hamilton Marketplace WASHINGTON Project Freedom WASHINGTON Foxmoor Shopping Center MERCERVILLE Nottingham Way at Regina Ave. TRENTON Greenwood Ave. at S. Olden Ave. TRENTON RAIL STATION -S. East Clinton Bus Ave. Stop Raoul Wallenberg Blvd. TRENTON E. State St. at N. BroadTRENTON St. W. State St. at Calhoun St. TRENTON Princeton Ave. at N. Olden Ave. LAWRENCE TWP. Rider University LAWRENCEVILLE Franklin Corner Rd. at US 206 PRINCETON BORO Nassau Street across from Palmer Square PRINCETON Princeton Shopping Center PRINCETON Redding Terrace PRINCETON Princeton Community Village PRINCETON Princeton Care Center Nassau St.

Redding Terrace A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M.

dnugRoad Edinburg ––––5.17 – 5.25 5.30 5.35 5.39 5.46 5.54 5.56 – 6.08 6.16 6.19 6.23 6.25 – 5.30 5.33 5.40 5.48 5.53 5.58 6.03 6.10 6.18 6.20 6.30 6.37 6.40 6.44 6.46 – – – 5.52 6.00 6.05 6.10 6.15 6.22 6.30 6.32 6.42 6.49 6.52 6.56 6.58 – – – 5.07 5.15 5.20 5.25 5.30 5.37 5.45 5.47 5.57 6.04 6.07 6.11 6.13 Bayard Lane 603, 609 (U.S. 206) Quaker Bridge Rd. – 5.32 5.35 – 5.42 – 5.50 5.55 6.00 6.05 6.12 6.20 6.22 – 6.34 6.42 – 6.46 6.48 – 5.57 6.00 6.07 6.15 6.20 6.25 6.30 6.37 6.45 6.47 6.57 7.04 7.07 7.11 7.13 – 7.22 7.25 7.32 7.40 7.45 7.50 7.55 8.02 8.10 8.12 8.22 8.29 8.32 8.36 8.38 – 5.27 5.30 5.37 5.45 5.50 5.55 6.00 6.07 6.15 6.17 6.27 6.34 6.37 6.41 6.43 ,.p –––––5.54 6.05 6.10 6.15 6.20 6.27 6.35 6.37 – 6.49 6.57 – – – – 7.12 7.15 7.22 7.30 7.35 7.40 7.45 7.52 8.00 8.02 8.12 8.19 8.22 8.26 8.28 – 8.32 8.35 8.42 8.50 8.55 9.00 9.05 9.12 9.20 9.22 9.32 9.39 9.42 9.46 9.48 – 5.57 6.00 6.07 6.15 6.20 6.25 6.30 6.37 6.45 6.47 6.57 7.04 7.07 7.11 7.13 ? – 5.53 5.56 – 6.03 6.09 6.20 6.25 6.30 6.35 6.43 6.51 6.53 – 7.06 7.14 7.17 7.21 7.23 – 8.27 8.30 8.37 8.45 8.50 8.55 9.00 9.07 9.15 9.17 9.27 9.34 – 9.37 9.39 9.35 – 9.45 9.52 10.00 10.05 10.10 10.15 10.22 10.30 10.32 10.43 10.50 – 10.53 10.55 – 6.27 6.30 6.37 6.45 6.50 6.55 7.00 7.07 7.15 7.17 7.27 7.34 7.37 7.41 7.43 Regina Zone changes – 6.17 6.20 – 6.27 – 6.35 6.40 6.45 6.50 6.58 7.06 7.08 – 7.21 7.29 7.32 7.36 7.38 9.30 9.42 9.45 9.52 10.01 10.07 10.12 10.17 10.24 10.32 10.34 10.45 10.52 – 10.55 10.57 ––––––––––––P.M. – P.M. P.M. – 6.57 7.00 7.07 7.15 7.20 7.25 7.30 7.37 7.45 7.47 7.57 8.04 8.07 8.11 8.13

5-Points MERCERVILLE

Mercerville 6.16 – 6.26 – 6.33 6.39 6.50 6.55 7.00 7.05 7.13 7.21 7.23 – 7.36 7.44 – – – ––––––––––––P.M. – P.M. P.M. 10.40 10.52 10.55 11.02 11.10 11.15 11.20 11.25 11.32 11.40 11.42 11.53 12.00 – 12.03 12.05 – 7.27 7.30 7.37 7.45 7.50 7.55 8.00 8.07 8.15 8.17 8.27 8.34 8.37 8.41 8.43

at Mercerville 5 - Points ..206 U.S. – 6.38 6.41 – 6.48 6.54 7.05 7.10 7.15 7.20 7.28 7.36 7.38 7.53 ––––– 10.45 – 10.55 11.02 11.11 11.17 11.22 11.27 11.34 11.42 11.44 11.55 12.02 – 12.05 12.07 – – P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. –––– – 7.57 8.00 8.07 8.15 8.20 8.25 8.30 8.37 8.45 8.47 8.57 9.04 9.07 9.11 9.13

6.55 – 7.05 – 7.12 – 7.20 7.25 7.30 7.35 7.43 7.51 7.53 – 8.06 8.14 – 8.18 8.20 – P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. –––– 11.55 – 12.05 12.12 12.20 12.25 12.30 12.35 12.42 12.50 12.52 1.03 1.10 – 1.13 1.15 – 8.27 8.30 8.37 8.45 8.50 8.55 9.00 9.07 9.15 9.17 9.27 9.34 – 9.37 9.39

Way

PRINCETON TWP.

ieRd. Line Bus Ave. Sloan Province – 7.23 7.26 – 7.33 7.39 7.50 7.55 8.00 8.05 8.13 8.21 8.23 – 8.36 8.44 – – – 11.50 12.02 12.05 12.12 12.21 12.27 12.32 12.37 12.44 12.52 12.54 1.05 1.12 – 1.15 1.17 P.M. P.M. –––––––––––––– 9.30 9.43 9.46 9.53 10.02 10.08 10.13 10.18 10.25 10.33 10.35 10.45 10.52 – 10.56 10.58

Zone changes at US 206 and Province Line Road Province

Complex

Hamilton Nottingham 7.46 – 7.56 – 8.03 8.09 8.20 8.25 8.30 8.35 8.43 8.51 8.53 – 9.06 9.14 – – – P.M. ––––––––––––––– 1.00 1.12 1.15 1.22 1.30 1.35 1.40 1.45 1.52 2.00 2.02 2.13 2.20 – 2.23 2.25 –––––––––––P.M. P.M. – P.M. P.M.

<

E. State St. Ext. 8.10 8.23 8.26 – 8.33 8.39 8.50 8.55 9.00 9.05 9.13 9.21 9.23 – 9.36 9.44 – 9.48 9.50 1.05 – 1.15 1.22 1.31 1.37 1.42 1.47 1.54 2.02 2.04 2.15 2.22 – 2.25 2.27 2.15 – 2.25 2.32 2.40 2.45 2.50 2.55 3.02 3.10 3.12 3.23 3.30 – 3.33 3.35 10.51 – 11.01 11.08 11.17 11.23 11.28 11.33 11.40 11.48 11.50 12.01 12.08 – 12.11 12.13

Station

Hamilton Changes Klockner Road 8.55 – 9.05 – 9.12 – 9.20 9.25 9.30 9.35 9.43 9.51 9.53 – 10.05 10.13 – – – 2.10 2.22 2.25 2.32 2.41 2.47 2.52 2.57 3.04 3.12 3.14 3.25 3.32 – 3.35 3.37 3.20 3.32 3.35 3.42 3.50 3.55 4.00 4.05 4.12 4.20 4.22 4.33 4.40 – 4.43 4.45 P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. P.M. –––––

? ETS =<> = S. Olden 9.28 – 9.38 – 9.45 9.51 10.02 10.07 10.12 10.17 10.24 10.32 10.34 – 10.46 10.54 – 10.58 11.00 3.25 – 3.35 3.42 3.51 3.57 4.02 4.07 4.14 4.22 4.24 4.35 4.42 – 4.45 4.47 4.35 – 4.45 4.52 5.01 5.07 5.12 5.17 5.24 5.32 5.34 5.44 5.51 – 5.54 5.56 12.00 12.13 12.16 12.23 12.32 12.38 12.43 12.48 12.55 1.03 1.05 1.16 1.23 – 1.26 1.28

at

Rail

Zone b

Bristol Meyers- Squibb 10.11 10.24 10.27 – 10.34 – 10.42 10.47 10.52 10.57 11.04 11.12 11.14 – 11.26 11.34 – – – 4.30 4.42 4.45 4.52 5.01 5.07 5.12 5.17 5.24 5.32 5.34 5.44 5.51 – 5.53 5.55 –––––––––––––P.M. – – 1.21 – 1.31 1.38 1.47 1.53 1.58 2.03 2.10 2.18 2.20 2.31 2.38 – 2.41 2.43

High ––––––––––––––P.M. P.M. – P.M. P.M. 5.45 – 5.55 6.02 6.10 6.15 6.20 6.25 6.32 6.40 6.42 6.52 6.59 – 7.01 7.03 5.40 5.52 5.55 6.02 6.10 6.15 6.20 6.25 6.32 6.40 6.42 6.52 6.59 7.02 7.06 7.08 2.30 2.43 2.46 2.53 3.02 3.08 3.13 3.18 3.25 3.33 3.35 3.46 3.53 – 3.56 3.58

< School

Trenton

Rosedale Road < 10.48 – 10.58 – 11.05 – 11.13 11.18 11.23 11.28 11.40 11.48 11.50 – 12.02 12.12 – 12.16 12.18 –––––––––––––P.M. – – 6.55 – 7.05 7.12 7.20 7.25 7.30 7.35 7.42 7.50 7.52 8.02 8.09 8.12 8.16 8.18 3.21 – 3.31 3.38 3.47 3.53 3.58 4.03 4.10 4.18 4.20 4.31 4.38 – 4.41 4.43

Rail atrRoad Carter ––––––P.M. P.M. P.M. P.M. P.M. P.M. P.M. –––––– 6.50 7.02 7.05 7.12 7.20 7.25 7.30 7.35 7.42 7.50 7.52 8.02 8.09 8.12 8.16 8.18 8.30 8.42 8.45 8.52 9.00 9.05 9.10 9.15 9.22 9.30 9.32 9.42 9.49 9.52 9.56 9.58 3.50 – 4.00 4.07 4.16 4.22 4.27 4.32 4.39 4.47 4.49 5.00 5.07 – 5.10 5.12

Station Hamilton 11.37 – 11.47 – 11.54 – 12.02 12.07 12.12 12.17 12.29 12.37 12.39 – 12.52 1.02 – – – 8.05 – 8.15 8.22 8.30 8.35 8.40 8.45 8.52 9.00 9.02 9.12 9.19 9.22 9.26 9.28 10.10 10.22 10.25 10.32 10.40 10.45 10.50 10.55 11.02 11.10 11.12 11.22 11.29 11.32 11.36 11.38 4.15 4.28 4.31 4.38 4.47 4.53 4.58 5.03 5.10 5.18 5.20 5.31 5.38 – 5.41 5.43 P.M. – P.M. – P.M. P.M. ––––––––––––– 9.10 9.22 9.25 9.32 9.40 9.45 9.50 9.55 10.02 10.10 10.12 10.22 10.29 10.32 10.36 10.38 1604 4.50 – 5.00 5.07 5.16 5.22 5.27 5.32 5.39 5.47 5.49 6.00 6.07 – 6.10 6.12 12.08 – 12.18 – 12.25 12.31 12.42 12.47 12.52 12.57 1.09 1.17 1.19 – 1.32 1.42 – 1.46 1.48 10.25 – 10.35 10.42 10.50 10.55 11.00 11.05 11.12 11.20 11.22 11.32 11.39 11.42 11.46 11.48 5.21 – 5.31 5.38 5.47 5.53 5.58 6.03 6.10 6.18 6.20 6.30 6.37 – 6.40 6.42

? – P.M. ––––––––––––––––– ––––A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. 6.15 6.28 6.31 6.38 6.46 6.51 6.56 7.01 7.08 7.16 7.18 7.28 7.35 – 7.38 7.40 ..206 U.S. Chambers St. 12.51 1.04 1.07 – 1.14 – 1.22 1.27 1.32 1.37 1.49 1.57 1.59 – 2.12 2.22 – – – 11.30 11.42 11.45 11.52 12.00 12.05 12.10 12.15 12.22 12.30 12.32 12.42 12.49 12.52 12.56 12.58 –––––––––––––P.M. – –

Lawrenceville School Lawrenceville

Rail

Station < LAWRENCEVILLE 1.28 – 1.38 – 1.45 – 1.53 1.58 2.03 2.08 2.20 2.28 2.30 – 2.43 2.53 – 2.57 2.59 1603 7.36 – 7.46 7.53 8.01 8.06 8.11 8.16 8.23 8.31 8.33 8.43 8.50 8.53 8.57 8.59

Trenton =<> =a Greenwood 1.51 2.04 2.07 – 2.14 – 2.22 2.27 2.32 2.37 2.49 2.57 2.59 – 3.12 3.22 – – – 8.45 8.58 9.01 9.08 9.16 9.21 9.26 9.31 9.38 9.46 9.48 9.58 10.05 10.08 10.12 10.14 ? ––––2.44 – 2.52 2.57 3.02 3.07 3.19 3.27 3.29 – 3.52 4.02 – 4.06 4.08 SD - Operates when school is in session. 10.21 – 10.31 10.38 10.46 10.51 10.56 11.01 11.08 11.16 11.18 11.28 11.35 11.38 11.42 11.44 ? SD––––––3.10 3.15 3.20 3.25 3.37 –––––––– Zone changes – – – A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M.

,.t Clinton Holiday Service Guide

at Rider University S. Franklin 2.57 – 3.07 – 3.14 – 3.22 3.27 3.32 3.37 3.49 3.57 3.59 – 4.22 4.32 – – – Schedule – – – 12.07 12.15 12.20 12.25 12.30 12.37 12.45 12.47 12.57 1.04 1.07 1.11 1.13 Corner Rd. N. Olden Ave. =<>c = – 3.24 3.27 – 3.34 – 3.42 3.47 3.52 3.57 4.09 4.17 4.19 – 4.42 4.52 – – – Holiday Date 1618H ? –––––3.51 4.02 4.07 4.12 4.17 4.29 4.37 4.39 – 5.02 5.12 – 5.16 5.18 in Effect

Traveling between the Trenton Rail Station and Good Friday Fri. 4/14/2006 Holiday

..206 U.S. 3.47 4.04 4.07 – 4.14 – 4.22 4.27 4.32 4.37 4.49 4.57 4.59 – 5.22 5.32 – 5.36 5.38

TRENTON

.Broad S. Memorial Day Mon. 5/29/2006 Sunday E. State St. < – 4.34 4.37 – 4.44 – 4.52 4.57 5.02 5.07 5.19 5.27 5.29 – 5.52 6.02 – 6.06 6.08 Downtown Trenton or the State House? Independence Day Tue. 7/4/2006 Sunday

? 4.47 5.04 5.07 – 5.14 – 5.22 5.27 5.32 5.37 5.49 5.57 5.59 – 6.22 6.32 – 6.36 6.38 ,.s Capital Connection will Labor Day Mon. 9/4/2006 Sunday

––––––––––––––––P.M. – –

.Warren S. get you there! Columbus Day Mon. 10/9/2006 Holiday NJ Transit Information

? – 5.34 5.37 – 5.44 – 5.52 5.57 6.02 6.07 6.15 6.23 6.25 – 6.48 6.56 6.59 7.03 7.05

Rider University

Princeton .Warren N. Veterans Day Sat. 11/11/2006 Saturday 5.53 – 6.07 – 6.14 – 6.22 6.27 6.32 6.37 6.45 6.53 6.55 – 7.08 7.16 7.19 7.23 7.25 Just look for buses and bus stops marked with the Schedules, Fares, and Lost & Found N. Broad Capital logo. For schedule information, pick up a Thanksgiving Day Thu. 11/23/2006 Sunday ,.r 6.32 6.45 6.48 – 6.55 – 7.03 7.08 7.13 7.18 7.25 7.33 7.35 – 7.47 7.55 7.58 8.02 8.04 ? Capital Connection timetable, which highlights all 601, Friday After Thanksgiving Fri. 11/24/2006 Holiday 6 a.m. - Midnight Daily

,.p Notre Dame H.S. 7.57 – 8.07 – 8.14 – 8.22 8.27 8.32 8.37 8.44 8.52 8.54 – 9.06 9.14 9.17 9.21 9.23 606, 608, and 609 buses that connect Trenton Rail Christmas Day Mon. 12/25/2006 Sunday Transit Information, Lost & Found, & Lift

Time Point Transfer Point Transfer Connecting Route Rail Station Limited Service Zone Boundary 8.51 9.04 9.07 – 9.14 – 9.22 9.27 9.32 9.36 9.43 9.51 9.53 – 10.03 10.10 10.13 10.17 10.19 ? Station with Downtown Trenton and the State House. Equipped Bus Reservations ...... 1 (800) 772-2222

– – – P.M. ––––––––––––––– New Year’s Day Mon. 1/1/2007 Sunday

601 602 ahu St. Calhoun Text Telephone (TT) ...... 1 (800) 772-2287 MC – – – 10.10 10.18 – 10.26 10.31 10.36 10.41 10.48 10.56 10.58 – 11.10 11.18 11.21 11.25 11.27 Martin Luther King Jr. Day Mon. 1/15/2007 Holiday

?

HAMILTON MARKETPLACE HAMILTON

,.p 605 Presidents’ Day Mon. 2/19/2007 Holiday PATCO Information ...... 1 (609) 772-6900 W. State St. ––––––––––A.M. A.M. A.M. – A.M. A.M. A.M. A.M. A.M.

Connecting Bus Service T1 600, 601, 602, 603, 604, 607, 608, 609 T2 600, 602, 603, 607 T3 600, 601, 608, 609 Pennington Ave. Good Friday Fri. 4/6/2007 Holiday SEPTA Information ...... 1 (215) 580-7800

Connecting Rail Service A - Northeast Corridor Trenton B Hamilton - Northeast Corridor C River LINE C River 11.11 11.24 11.27 – 11.34 – 11.42 11.47 11.52 11.57 12.04 12.12 12.14 – 12.26 12.34 12.37 12.41 12.43 =<> = AMTRAK ...... 1 (800) 872-7245 1672 Memorial Day Mon. 5/28/2007 Sunday

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606 PRINCETON-MERCERVILLE- ,. LAWRENCE TWP. TRENTON COLLEGE EWING QUAKER BRIDGE MALL MERCER COUNTY Ewing NJ D.O.T. Offices NJ Library for theNJ Blind State Hospital West Trenton Mercer Med. Center Trenton State House Complex Trenton Rail Station St. Francis Med. Center Hamilton Mercerville Mercer County Vo. Tech Mercer County College Quaker Bridge Plaza Quaker Bridge Mall Lawrence

The Way To Go.

www.njtransit.com 609 Effective: January 28, 2006 Serving:

To Quaker Bridge Mall/Mercer County College

Weekdays Saturdays EWING N.J.D.O.T EWING NJ Library for the Blind TRENTON W. State & Calhoun TRENTON W. State & S. Warren TRENTON RAIL STATION South Clinton Avenue Bus Stop TRENTON Hamilton & S. Olden MERCERVILLE Nottingham Way & Regina Ave. WEST WINDSOR TWP. Mercer County Vo-Tech WEST WINDSOR TWP. Mercer County College HAMILTON TWP. Quaker Bridge & Sloane Rd. HAMILTON TWP.. Quaker Bridge Plaza LAWRENCE TWP.. Quaker Bridge Mall EWING N.J.D.O.T EWING NJ Library for the Blind TRENTON W. State & Calhoun TRENTON W. State & S. Warren TRENTON RAIL STATION South Clinton Avenue Bus Stop TRENTON Hamilton & S. Olden MERCERVILLE Nottingham Way & Regina Ave. WEST WINDSOR TWP. Mercer County College HAMILTON TWP. Quaker Bridge & Sloane Rd. LAWRENCE TWP. Quaker Bridge Mall A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. 5.47 – 5.59 6.03 6.08 6.18 6.28 – – 6.31 – 6.39 – – – 6.00 6.05 6.15 6.25 – 6.28 6.36 6.10 – 6.22 6.26 6.31 6.41 6.51 – – 6.54 – 7.02 6.15 – 6.27 6.31 6.36 6.46 6.56 – 6.59 7.07 6.30 – 6.42 6.46 6.51 7.01 7.11 – – 7.14 7.17 7.25 6.45 – 6.57 7.01 7.06 7.16 7.26 7.36 – – 6.50 – 7.02 7.06 7.11 7.21 7.31 7.41 7.43 – – – 7.15 – 7.27 7.31 7.36 7.46 7.56 – 7.59 8.07 7.10 – 7.22 7.26 7.31 7.41 7.51 – – 7.54 7.57 8.05 7.45 – 7.57 8.01 8.06 8.16 8.26 8.36 – – S 7.20 – 7.32 7.36 7.41 ––––––– 8.20 8.23 8.34 8.38 8.43 8.53 9.03 – 9.06 9.14 7.25 – 7.37 7.41 7.46 7.56 8.06 – – 8.09 8.12 8.20 – 8.51 9.02 9.06 9.11 9.21 9.31 9.41 – – 7.34 – 7.46 7.50 7.55 8.05 8.15 – 8.25 – – – 9.10 9.13 9.24 9.28 9.33 9.43 9.53 – 9.56 10.04 S 7.49 – 8.01 8.05 8.10 8.20 –––––– – 9.33 9.44 9.48 9.53 10.03 10.13 – 10.16 10.24 7.50 – 8.02 8.06 8.11 8.21 8.31 – 8.41 – – – 9.53 9.56 10.07 10.11 10.16 10.26 10.36 – 10.39 10.47 S 7.57 – 8.09 8.13 8.18 8.28 8.38 – 8.48 – – – – 10.13 10.24 10.28 10.33 10.43 10.53 11.03 – – S 8.02 – 8.14 8.18 8.23 8.33 8.43 – – 8.46 8.49 8.57 – 10.33 10.44 10.48 10.53 11.03 11.13 – 11.16 11.24 8.10 8.13 8.24 8.28 8.33 8.43 8.53 – – 8.56 8.59 9.07 10.53 10.56 11.07 11.11 11.16 11.26 11.36 – 11.39 11.47 8.30 8.33 8.44 8.48 8.53 9.03 9.13 – – 9.16 9.19 9.27 –––––––P.M. – – 8.40 8.43 8.54 8.58 9.03 9.13 9.23 – 9.33 – – – – 11.13 11.24 11.28 11.33 11.43 11.53 12.03 – – 8.53 8.56 9.07 9.11 9.16 9.26 9.36 – 9.46 – – – –––––P.M. P.M. – P.M. P.M. 9.10 9.13 9.24 9.28 9.33 9.43 9.53 – – 9.56 – 10.04 – 11.33 11.44 11.48 11.53 12.03 12.13 – 12.16 12.24 – 9.33 9.44 9.48 9.53 10.03 10.13 – – 10.16 – 10.24 – – P.M. P.M. P.M. ––––– – 9.53 10.04 10.08 10.13 10.23 10.33 – – 10.36 – 10.44 11.50 11.53 12.04 12.08 12.13 12.23 12.33 – 12.36 12.44 10.10 10.13 10.24 10.28 10.33 10.43 10.53 – 11.03 – – – – P.M. –––––––– – 10.33 10.44 10.48 10.53 11.03 11.13 – – 11.16 – 11.24 – 12.13 12.24 12.28 12.33 12.43 12.53 1.03 – – – 10.53 11.04 11.08 11.13 11.23 11.33 – – 11.36 – 11.44 – 12.33 12.44 12.48 12.53 1.03 1.13 – 1.16 1.24 ––––––––P.M. – – – P.M. ––––––––– 11.10 11.13 11.24 11.28 11.33 11.43 11.53 – 12.03 – – – 12.50 12.53 1.04 1.08 1.13 1.23 1.33 – 1.36 1.44 –––––P.M. P.M. – – P.M. – P.M. – 1.13 1.24 1.28 1.33 1.43 1.53 2.03 – – – 11.33 11.44 11.48 11.53 12.03 12.13 – – 12.16 – 12.24 – 1.33 1.44 1.48 1.53 2.03 2.13 – 2.16 2.24 – – P.M. P.M. P.M. ––––––– 1.50 1.53 2.04 2.08 2.13 2.23 2.33 – 2.36 2.44 – 11.53 12.04 12.08 12.13 12.23 12.33 – – 12.36 – 12.44 – 2.13 2.24 2.28 2.33 2.43 2.53 3.03 – – P.M. P.M. –––––––––– – 2.33 2.44 2.48 2.53 3.03 3.13 – 3.16 3.24 12.10 12.13 12.24 12.28 12.33 12.43 12.53 – 1.03 – – – 2.50 2.53 3.04 3.08 3.13 3.23 3.33 – 3.36 3.44 – 12.33 12.44 12.48 12.53 1.03 1.13 – – 1.16 – 1.24 – 3.13 3.24 3.28 3.33 3.43 3.53 4.03 – – – 12.53 1.04 1.08 1.13 1.23 1.33 – – 1.36 – 1.44 – 3.33 3.44 3.48 3.53 4.03 4.13 – 4.16 4.24 1.10 1.13 1.24 1.28 1.33 1.43 1.53 – 2.03 – – – 3.50 3.53 4.04 4.08 4.13 4.23 4.33 – 4.36 4.44 – 1.33 1.44 1.48 1.53 2.03 2.13 – – 2.16 – 2.24 – 4.13 4.24 4.28 4.33 4.43 4.53 5.03 – – – 1.53 2.04 2.08 2.13 2.23 2.33 – – 2.36 – 2.44 – 4.33 4.44 4.48 4.53 5.03 5.13 – 5.16 5.24 2.10 2.13 2.24 2.28 2.33 2.43 2.53 – 3.03 – – – 4.50 4.53 5.04 5.08 5.13 5.23 5.33 – 5.36 5.44 – 2.33 2.44 2.48 2.53 3.03 3.13 – – 3.16 – 3.24 5.10 – 5.22 5.26 5.31 5.41 5.51 6.01 – – – 2.53 3.04 3.08 3.13 3.23 3.33 – – 3.36 – 3.44 5.30 – 5.42 5.46 5.51 6.01 6.09 – 6.12 6.20 3.10 3.13 3.24 3.28 3.33 3.43 3.53 – 4.03 – – – 5.50 – 6.02 6.06 6.11 6.18 6.26 – 6.29 6.37 – 3.33 3.44 3.48 3.53 4.03 4.13 – – 4.16 – 4.24 6.10 – 6.22 6.26 6.31 6.38 6.46 6.56 – – – 3.50 4.01 4.05 4.10 4.20 4.30 ––––– 6.30 – 6.42 6.46 6.51 6.58 7.06 – 7.09 7.17 3.50 3.53 4.04 4.08 4.13 4.23 4.33 – – 4.36 – 4.44 7.00 – 7.12 7.16 7.21 7.28 7.36 – 7.39 7.47 4.10 4.13 4.24 4.28 4.33 4.43 4.53 – 5.03 – – – 7.30 – 7.42 7.46 7.51 7.58 8.06 – 8.09 8.17 4.30 4.33 4.44 4.48 4.53 5.03 5.13 – – 5.16 – 5.24 8.00 – 8.12 8.16 8.21 8.28 8.36 – 8.39 8.47 4.50 4.53 5.04 5.08 5.13 5.23 5.33 – – 5.36 – 5.44 8.15 – 8.27 8.31 8.36 8.43 8.51 – 8.54 9.02 5.05 5.08 5.19 5.23 5.28 5.38 5.48 – 5.58 – – – 8.30 – 8.42 8.46 8.51 8.58 9.06 9.16 – – 5.30 5.33 5.44 5.48 5.53 6.03 6.13 – – 6.16 – 6.24 9.00 – 9.12 9.16 9.21 9.28 9.36 – 9.39 9.47 5.50 5.53 6.04 6.08 6.13 6.20 6.28 – – 6.31 – 6.39 10.00 – 10.12 10.16 10.21 10.28 10.36 10.46 – – 6.10 – 6.22 6.26 6.31 6.38 6.46 – 6.56 – – – 1636 6.30 – 6.42 6.46 6.51 6.58 7.06 – – 7.09 – 7.17 7.00 – 7.12 7.16 7.21 7.28 7.36 – – 7.39 – 7.47 7.35 – 7.47 7.51 7.56 8.03 8.11 – – 8.14 – 8.22 8.25 – 8.37 8.41 8.46 8.53 9.01 – – 9.04 – 9.12 Sundays 8.55 – 9.07 9.11 9.16 9.23 9.31 – 9.41 – – – 9.55 – 10.07 10.11 10.16 10.23 10.31 – – 10.34 – 10.42 1658 S - Trip operates only on weekdays when school is in session.

On weekdays when school is in session, extra service is operated over portions of this route to meet passenger demand. Trip times vary according to school schedules. All such trips are open to the general public.

Fare Information This is an exact fare line. Passengers are required to have exact fare when boarding buses on this line. One dollar bills and most U.S. coins are accepted.

Drivers do not carry money and cannot make change. EWING N.J.D.O.T. EWING NJ Library for the Blind TRENTON W. State & Calhoun TRENTON W. State & S. Warren TRENTON RAIL STATION South Clinton Avenue Bus Stop TRENTON Hamilton at S. Olden Ave. MERCERVILLE Nottingham Way & Regina Ave. HAMILTON TWP. Quaker Bridge Rd. at Sloane Rd. LAWRENCE TWP. Quaker Bridge Mall A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. How to determine your fare – – – 6.46 6.51 6.59 7.09 – – Your fare is based on the number of zones you travel through. Check the map on 7.00 – 7.12 7.16 7.21 7.29 7.39 7.42 7.50 this schedule to see how many zones you travel. Each time you cross a zone 8.00 – 8.12 8.16 8.21 8.29 8.39 8.42 8.50 boundary, you must pay for another zone. 9.00 – 9.12 9.16 9.21 9.29 9.39 9.42 9.50 Cash Fares 10.00 – 10.12 10.16 10.21 10.29 10.39 10.42 10.50 Zone 1 2 Transfer 11.00 – 11.12 11.16 11.21 11.29 11.39 11.42 11.50 Adult $1.25 $1.75 $0.55 P.M. – P.M. P.M. P.M. P.M. P.M. P.M. P.M. Children & 12.00 – 12.12 12.16 12.21 12.29 12.39 12.42 12.50 Sr. Citizens $0.60 $0.80 $0.25 1.00 – 1.12 1.16 1.21 1.29 1.39 1.42 1.50 2.00 – 2.12 2.16 2.21 2.29 2.39 2.42 2.50 Transfers must be purchased when boarding bus. 3.00 – 3.12 3.16 3.21 3.29 3.39 3.42 3.50 Reduced Fare Program 4.00 – 4.12 4.16 4.21 4.29 4.39 4.42 4.50 Children’s Fares - Ages 5-11 save 50% or more from regular one-way fares at 5.00 – 5.12 5.16 5.21 5.29 5.39 5.42 5.50 all times. Up to three children ages four and under ride free with a passenger 6.00 – 6.12 6.16 6.21 6.29 6.39 6.42 6.50 paying any fare except child/student. 7.00 – 7.12 7.16 7.21 7.29 7.39 7.42 7.50 Senior Citizens 62 and older and passengers with disabilities can travel 8.00 – 8.12 8.16 8.21 8.29 8.39 8.42 8.50 on-board NJ TRANSIT trains, buses, and light rail vehicles at a reduced fare of 9.00 – 9.12 9.16 9.21 9.29 9.39 9.42 9.50 one-half the regular one-way fare or less at all times. Seniors Citizens 62 and 1652 older may be asked to present a valid ID (any ID or document printed with your date of birth and issued by a government, social service, or mass transportation agency) to obtain the reduced fare. Valid ID for Seniors 65 and older also includes the MTA Reduced Fare Card; PA Senior Citizen Transit ID or PACE Card; PATH Senior Fare Card; or Medicare Card. Passengers with Holiday Service Guide disabilities must present an NJ TRANSIT Reduced Fare ID or Medicare Card to Schedule Holiday Date obtain the reduced fare. Call (973) 378-6401 for more information on the in Effect Reduced Fare Program. Presidents’ Day Mon. 2/20/2006 Saturday Monthly Passes are available for frequent riders at a substantial discount from Good Friday Fri. 4/14/2006 Saturday the regular fare. Buy a pass at a NJ TRANSIT ticket agent or through Memorial Day Mon. 5/29/2006 Sunday NJ TRANSIT Mail-Fare, One Penn Plaza East, Newark, NJ 07105-2246. Call Independence Day Sunday 1(800) 648-0215 for more information. Tue. 7/4/2006 Labor Day Sunday You Can Ride With Your Rail Pass Mon. 9/4/2006 You can use your NJ TRANSIT monthly rail pass on NJ TRANSIT buses. Columbus Day Mon. 10/9/2006 Saturday Monthly rail passes are imprinted with a zone number. You can use your rail Veterans Day Sat. 11/11/2006 Saturday pass for bus trips up to the number of zones imprinted, during the month of Thanksgiving Day Thu. 11/23/2006 Sunday validity. Friday After Thanksgiving Fri. 11/24/2006 Saturday You can use your NJ TRANSIT weekly rail pass for any local NJ TRANSIT bus Christmas Day Mon. 12/25/2006 Sunday trip up to one zone, at no additional charge during the week of validity. New Year’s Day Mon. 1/1/2007 Sunday Martin Luther King Jr. Day Mon. 1/15/2007 Saturday Presidents’ Day Mon. 2/19/2007 Saturday

NJ Transit Information Schedules, Fares, and Lost & Found 6 a.m. - Midnight Daily Security Hot Line Transit Information, Lost & Found, & Lift Equipped Bus 1 (888) TIPS NJT Reservations ...... 1 (800) 772-2222 To report suspicious activities or packages. Text Telephone (TT)...... 1 (800) 772-2287 PATCO Information ...... 1 (609) 772-6900 SEPTA Information ...... 1 (215) 580-7800 AMTRAK ...... 1 (800) 872-7245 Printed with soy ink on 30% post consumer waste recycled paper T0609 - 12/05 609 - EWING - QUAKER BRIDGE MALL MERCER COUNTY COLLEGE WEST WINDSOR? Mercer County ?Mercer County n College Vo. Tech School

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S. Olden Ave. HAMILTON OFFICES a High T2 600, 603, 604, 607 ? N. Warren St. T3 601, 604, 606, 608 607 ? School ve. ,.p NJ Library ? E. State St. < T4 600, 603, 605 for Blind/ Calhoun St. ,.t Prospect ,.s Greenwood St. Francis Medical Center Handicapped S. Broad St. S. Clinton Ave.A <> Connecting Rail Service ? ,.r Chambers St. S. Warren St. A Trenton - Northeast Corridor Stuyvesant ? < ? ,.p ve. Hamilton A Mercer ✚ State ✚ Medical N.J. State 606 House

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To West Trenton Weekdays Saturdays LAWRENCE TWP. Quaker Bridge Mall HAMILTON TWP. Quaker Bridge & Sloane Rd. WEST WINDSOR TWP. Mercer County College MERCERVILLE Nottingham Way & Regina Ave. TRENTON Hamilton & S. Olden TRENTON RAIL STATION South Clinton Avenue Bus Stop TRENTON E. State & N. Broad TRENTON W. State & Calhoun EWING NJ Library for the Blind EWING N.J.D.O.T. LAWRENCE TWP. Quaker Bridge Mall HAMILTON TWP. Quaker Bridge Plaza HAMILTON TWP. Quaker Bridge & Sloane Rd. WEST WINDSOR TWP. Mercer County College WEST WINDSOR TWP. Mercer County Vo-Tech MERCERVILLE Nottingham Way & Regina Ave. TRENTON Hamilton & S. Olden TRENTON RAIL STATION South Clinton Avenue Bus Stop TRENTON E. State & N. Broad TRENTON W. State & Calhoun EWING NJ Library for the Blind EWING N.J.D.O.T. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. –––––––5.20 5.25 5.30 – 5.41 – – – 5.30 5.40 5.50 5.55 6.00 – 6.11 ––––––5.35 5.45 5.50 5.55 – 6.06 – – – 6.00 6.10 6.20 6.25 6.30 – 6.41 –––––5.45 5.55 6.05 6.10 6.15 – 6.26 – – – 6.25 6.35 6.45 6.50 6.55 – 7.06 –––––6.05 6.15 6.25 6.30 6.35 – 6.46 6.53 7.01 – 7.04 7.14 7.24 7.29 7.34 – 7.45 –––––6.25 6.35 6.45 6.50 6.55 – 7.06 7.23 7.31 – 7.34 7.44 7.54 7.59 8.04 8.14 – 6.53 – 7.01 – – 7.04 7.14 7.24 7.29 7.34 – 7.45 – – 8.00 8.10 8.20 8.30 8.35 8.40 8.50 8.53 7.13 – 7.21 – – 7.24 7.34 7.44 7.49 7.54 – 8.05 8.13 8.21 – 8.24 8.34 8.44 8.49 8.54 9.04 – 7.33 – 7.41 – – 7.44 7.54 8.04 8.09 8.14 8.24 8.27 8.33 8.41 – 8.44 8.54 9.04 9.09 9.14 9.24 9.27 – – – 7.58 – 8.08 8.18 8.28 8.33 8.38 8.48 8.51 – – 9.00 9.10 9.20 9.30 9.35 9.40 9.50 – 8.11 – 8.19 – – 8.22 8.32 8.42 8.47 8.52 9.02 – 9.13 9.21 – 9.24 9.34 9.44 9.49 9.54 10.04 – 8.33 – 8.41 – – 8.44 8.54 9.04 9.09 9.14 9.24 – 9.33 9.41 – 9.44 9.54 10.04 10.09 10.14 10.24 10.27 – – – 8.58 – 9.08 9.18 9.28 9.33 9.38 9.48 9.51 – – 10.00 10.10 10.20 10.30 10.35 10.40 10.50 – 9.17 – 9.25 – – 9.28 9.38 9.48 9.53 9.58 10.08 – 10.13 10.21 – 10.24 10.34 10.44 10.49 10.54 11.04 – 9.37 – 9.45 – – 9.48 9.58 10.08 10.13 10.18 10.28 – 10.33 10.41 – 10.44 10.54 11.04 11.09 11.14 11.24 11.27 – – – 9.58 – 10.08 10.18 10.28 10.33 10.38 10.48 10.51 10.53 11.01 – 11.04 11.14 11.24 11.29 11.34 11.44 – 10.17 – 10.25 – – 10.28 10.38 10.48 10.53 10.58 11.08 – –––––––P.M. P.M. – 10.37 – 10.45 – – 10.48 10.58 11.08 11.13 11.18 11.28 – – – 11.20 11.30 11.40 11.50 11.55 12.00 12.10 – 10.57 – 11.05 – – 11.08 11.18 11.28 11.33 11.38 11.48 11.51 –––––P.M. P.M. – – P.M. ––––––––––P.M. – 11.33 11.41 – 11.44 11.54 12.04 12.09 12.14 12.24 12.27 – – – 11.15 – 11.25 11.35 11.45 11.50 11.55 12.05 – – P.M. – P.M. P.M. ––––– –––––––P.M. P.M. P.M. – – 11.53 12.01 – 12.04 12.14 12.24 12.29 12.34 12.44 – 11.37 – 11.45 – – 11.48 11.58 12.08 12.13 12.18 12.28 – – – P.M. ––––––– – – P.M. – – P.M. P.M. ––––P.M. – – 12.20 12.30 12.40 12.50 12.55 1.00 1.10 – 11.57 – 12.05 – – 12.08 12.18 12.28 12.33 12.38 12.48 12.51 P.M. ––––––––– – – – P.M. –––––––– 12.33 12.41 – 12.44 12.54 1.04 1.09 1.14 1.24 1.27 – – – 12.18 – 12.28 12.38 12.48 12.53 12.58 1.08 – 12.53 1.01 – 1.04 1.14 1.24 1.29 1.34 1.44 – P.M. ––––––––––– – – 1.20 1.30 1.40 1.50 1.55 2.00 2.10 – 12.37 – 12.45 – – 12.48 12.58 1.08 1.13 1.18 1.28 – 1.33 1.41 – 1.44 1.54 2.04 2.09 2.14 2.24 2.27 12.57 – 1.05 – – 1.08 1.18 1.28 1.33 1.38 1.48 1.51 1.53 2.01 – 2.04 2.14 2.24 2.29 2.34 2.44 – – – – 1.18 – 1.28 1.38 1.48 1.53 1.58 2.08 – – – 2.20 2.30 2.40 2.50 2.55 3.00 3.10 – 1.37 – 1.45 – – 1.48 1.58 2.08 2.13 2.18 2.28 – 2.33 2.41 – 2.44 2.54 3.04 3.09 3.14 3.24 3.27 1.57 – 2.05 – – 2.08 2.18 2.28 2.33 2.38 2.48 2.51 2.53 3.01 – 3.04 3.14 3.24 3.29 3.34 3.44 – – – – 2.18 – 2.28 2.38 2.48 2.53 2.58 3.08 – – – 3.20 3.30 3.40 3.50 3.55 4.00 4.10 – 2.37 – 2.45 – – 2.48 2.58 3.08 3.13 3.18 3.28 – 3.33 3.41 – 3.44 3.54 4.04 4.09 4.14 4.24 4.27 S––––––3.10 3.20 3.25 3.30 3.40 – 3.53 4.01 – 4.04 4.14 4.24 4.29 4.34 4.44 – S––––––3.10 3.20 3.25 3.30 3.40 – – – 4.20 4.30 4.40 4.50 4.55 5.00 5.10 – S––––––3.15 3.25 3.30 3.35 3.45 3.48 4.33 4.41 – 4.44 4.54 5.04 5.09 5.14 – 5.25 2.57 – 3.05 – – 3.08 3.18 3.28 3.33 3.38 3.48 3.51 4.53 5.01 – 5.04 5.14 5.24 5.29 5.34 – 5.45 ––––P.M. ––––––– – – 5.20 5.30 5.40 5.50 5.55 6.00 – 6.11 – – – 3.05 3.08 3.18 3.28 3.38 3.43 3.48 3.58 4.01 5.33 5.41 – 5.44 5.54 6.04 6.09 6.14 – 6.25 S – – – 3.15 – 3.25 3.35 3.45 3.50 3.55 4.05 – – – 6.03 6.13 6.23 6.33 6.38 6.43 – 6.54 3.37 – 3.45 – – 3.48 3.58 4.08 4.13 4.18 4.28 4.31 6.15 6.23 – 6.26 6.36 6.46 6.51 – – – – P.M. –––––––––– 6.35 6.43 – 6.46 6.56 7.06 7.11 7.16 – 7.27 3.55 4.03 4.06 – – 4.09 4.19 4.29 4.34 4.39 4.49 4.52 – – 7.00 7.10 7.20 7.30 7.35 7.40 – 7.51 – – – 4.18 – 4.28 4.38 4.48 4.53 4.58 5.08 5.11 7.15 7.23 – 7.26 7.36 7.46 7.51 7.56 – 8.07 –––––4.43 4.53 5.03 5.08 5.13 5.23 – 7.35 7.43 – 7.46 7.56 8.06 8.11 8.16 – 8.27 4.40 4.48 4.51 – – 4.54 5.04 5.14 5.19 5.24 5.34 – 8.00 8.08 – 8.11 8.21 8.31 8.36 8.41 – 8.52 4.52 5.00 5.03 – – 5.06 5.16 5.26 5.31 5.36 5.46 5.49 8.45 8.53 – 8.56 9.06 9.16 9.21 9.26 – 9.37 – – – 5.18 – 5.28 5.38 5.48 5.53 5.58 – 6.09 9.00 9.08 – 9.11 9.21 9.31 9.36 9.41 – 9.52 5.32 5.40 5.43 – – 5.46 5.56 6.06 6.11 6.16 – 6.27 9.40 9.48 – 9.51 10.01 10.11 10.16 10.21 – 10.32 5.55 – 6.03 – – 6.06 6.16 6.26 6.31 6.36 – 6.47 – – 9.50 10.00 10.10 10.20 10.25 – – – – – – 6.08 – 6.18 6.28 6.38 6.43 6.48 – 6.59 10.00 10.08 – 10.11 10.21 10.31 10.36 10.41 – 10.52 6.30 – 6.38 – – 6.41 6.51 7.01 7.06 7.11 – 7.22 – – 10.50 11.00 11.10 11.20 11.25 11.30 – 11.41 7.00 – 7.08 – – 7.11 7.21 7.31 7.36 7.41 – 7.52 1636 – – – 7.08 – 7.18 7.28 7.38 7.43 7.48 – 7.59 7.30 – 7.38 – – 7.41 7.51 8.01 8.06 8.11 – 8.22 8.00 – 8.08 – – 8.11 8.21 8.31 8.36 8.41 – 8.52 – – – 8.08 – 8.18 8.28 8.38 8.43 8.48 – 8.59 9.00 – 9.08 – – 9.11 9.21 9.31 9.36 9.41 – 9.52 Sundays – – – 9.18 – 9.28 9.38 9.48 9.53 9.58 – 10.09 10.00 – 10.08 – – 10.11 10.21 10.31 10.36 10.41 – 10.52 – – – 10.18 – 10.28 10.38 10.48 10.53 10.58 – 11.09 10.50 – 10.58 – – 11.01 11.11 11.21 11.26 11.31 – 11.42 1658 S - Trip operates only on weekdays when school is in session.

Traveling between the Trenton Rail Station and Downtown Trenton or the State House? Capital Connection will get you there! Just look for buses and bus stops marked with the Capital logo. For schedule information, pick up a Capital Connection timetable, which highlights all 601, 606, 608, and 609 buses that connect Trenton LAWRENCE TWP. Quaker Bridge Mall HAMILTON TWP. Quaker Bridge Rd. at Sloane Rd. MERCERVILLE Nottingham Way & Regina Ave. TRENTON Hamilton at S. Olden Ave. TRENTON RAIL STATION South Clinton Avenue Bus Stop TRENTON E. State & N. Broad TRENTON W. State & Calhoun EWING NJ Library for the Blind EWING N.J.D.O.T. Rail Station with Downtown Trenton and the State House. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. A.M. – – 6.16 6.26 6.34 6.39 6.44 – 6.55 – – 7.16 7.26 7.34 7.39 7.44 – 7.55 8.05 8.13 8.16 8.26 8.34 8.39 8.44 – 8.55 9.05 9.13 9.16 9.26 9.34 9.39 9.44 – 9.55 Customer Services 10.05 10.13 10.16 10.26 10.34 10.39 10.44 – 10.55 Commendations/Complaints 11.05 11.13 11.16 11.26 11.34 11.39 11.44 – 11.55 P.M. P.M. P.M. P.M. P.M. P.M. P.M. – P.M. 8 a.m. - 5 p.m. Monday thru Friday 12.05 12.13 12.16 12.26 12.34 12.39 12.44 – 12.55 Customer Service ...... 1 (800) 772-2222 1.05 1.13 1.16 1.26 1.34 1.39 1.44 – 1.55 Fax ...... 1 (973) 491-7567 2.05 2.13 2.16 2.26 2.34 2.39 2.44 – 2.55 3.05 3.13 3.16 3.26 3.34 3.39 3.44 – 3.55 4.05 4.13 4.16 4.26 4.34 4.39 4.44 – 4.55 How to use this schedule 5.05 5.13 5.16 5.26 5.34 5.39 5.44 – 5.55 1. Choose the direction you wish to travel and locate the WEEKDAY, 6.05 6.13 6.16 6.26 6.34 6.39 6.44 – 6.55 SATURDAY or SUNDAY schedule. Timepoints are listed from the 7.05 7.13 7.16 7.26 7.34 7.39 7.44 – 7.55 8.05 8.13 8.16 8.26 8.34 8.39 8.44 – 8.55 beginning of the route (on the left) to the end (on the right). 9.05 9.13 9.16 9.26 9.34 9.39 9.44 – 9.55 2. Timepoints in the schedule correspond with the timepoint dots on the map. 1652 If your stop is between two timepoints, use the earlier time as a guide. 3. If there is a letter to the left of the times listed for the trip you wish to take, look for the explanation under or next to the schedule block. 4. Check departure location information on front, if applicable. Be sure to see If you have a disability that prevents you from using other special notes for more information. the bus, information about Access Link, 5. Be sure to check the bus destination sign before boarding the bus. NJ TRANSIT’s ADA paratransit service is available by calling 1(800) 772-2222. Please... For the comfort of all, observe these simple rules while riding the bus: All trips are operated with lift-equipped buses. • No smoking. • No eating or drinking. • No littering. • Use headphones if you’re listening to a radio. RECEIPT FOR RIDE • Speak softly when using cellular phones. Don’t forget to take one! River LINE newark/new york monday – friday (except Holidays) Northeast Corridor Line connecting service at Trenton

Free Parking Take advantage of the free parking available last at most River LINE stations. There is a fee to park at the OFF-PEAK ROUNDTRIP FARES ARE NOT VALID TO NEW YORK, SECAUCUS, HOBOKEN OR NEWARK train Trenton station.

trains 3806 3202 3808 3204 3700 3810 3702 3812 3814 3914 3500 3704 3450 3916 3706 3920 3708 3922 3818 3822 3710 3924 3220 3824 3712 3926 3826 3828 3714 3928 3504 3716 3930 3830 3718 3932 3456 3720 3230 3934 3722 3936 3832 3232 3938 3724 3836 3236 3838 3240 3840 3842 3244 3844 3846 3248 3848 3850 3252 3852 3854 3256 3856 3858 3260 3860 3510 3862 3864 3266 3866 3868 3270 3896 3870 3898 3512 3872 3874 3274 3876 3878 3278 3880 3514 3882 3284 3884 3288 3888 3292 3892 3200 3800 trains Peak Service River LINE service runs every 15 minutes Departing from: Departing from: during peak hours. Service runs every 30 minutes during via SEPTA from Philadelphia via SEPTA from Philadelphia off-peak hours and on the weekends. Market East 5 05 5 44 5 05 5 44 6 28 6 59 6 28 7 51 7 51 8 52 9 52 10 52 11 52 12 52 1 52 2 52 3 50 4 19 4 45 5 06 5 15 5 31 5 48 6 14 6 36 7 14 7 54 8 44 9 41 10 41 11 45 Market East Easy Connections During weekdays, the first River LINE Suburban Station 4 43 5 10 5 49 5 10 5 49 6 33 7 04 6 33 7 56 7 56 8 57 9 57 10 57 11 57 12 57 1 57 2 25 2 57 3 25 3 55 4 24 4 50 5 11 5 20 5 36 5 53 6 19 6 41 7 19 7 59 8 48 9 45 10 45 11 49 Suburban Station train arrives at Trenton Station at 6:28am. The last weekday 30th Street Station 4 47 5 14 5 53 5 14 5 53 6 37 7 08 6 37 8 00 8 00 9 01 10 01 11 01 12 01 1 01 2 01 2 29 3 01 3 29 3 59 4 28 4 54 5 15 5 24 5 40 5 57 6 23 6 45 7 23 8 03 8 52 9 49 10 49 11 53 30th Street Station River LINE train departs Trenton at 9:05pm. Special late arrive Trenton 5 36 6 03 6 42 6 03 6 42 7 26 7 57 7 26 8 49 8 49 9 52 10 51 11 53 12 53 1 51 2 51 3 17 3 51 4 17 4 49 5 18 5 43 6 06 6 12 6 28 6 48 7 14 7 35 8 14 8 52 9 41 10 37 11 38 12 41 arrive Trenton night service operates on Saturdays. Trenton 3 48 4 44 5 11 5 35 5 50 6 05 6 20 6 35 6 50 6 27 7 10 7 28 7 03 7 48 8 08 8 01 8 33 8 51 9 18 9 04 9 40 10 00 10 38 11 10 11 26 12 00 12 42 1 13 1 29 2 00 2 30 3 05 3 29 4 00 4 36 4 50 5 05 5 26 5 54 6 13 6 22 6 43 7 03 7 33 7 55 8 28 9 03 9 52 10 51 11 51 1 02 Trenton Travel Flexibility You can now use your NJ TRANSIT Hamilton 3 54 4 50 5 17 5 41 5 56 6 11 6 26 6 41 6 56 6 33 7 17 7 35 7 09 7 55 8 15 8 07 8 39 8 57 9 24 9 10 9 46 10 06 10 44 11 16 11 32 12 06 12 48 1 19 1 35 2 06 2 36 3 11 3 35 4 06 4 42 4 56 5 11 5 32 6 00 6 19 6 28 6 49 7 09 7 39 8 01 8 34 9 09 9 58 10 57 11 57 1 08 Hamilton monthly or weekly rail pass to ride the River LINE for free. via Princeton Shuttle 5 10 5 30 5 50 6 10 6 10 6 36 6 36 6 10 7 02 7 31 7 02 7 53 8 14 7 53 8 14 8 47 9 18 8 47 9 18 10 00 10 28 11 28 12 01 12 37 1 00 1 30 2 01 2 31 3 07 3 31 4 04 4 33 4 53 4 53 5 13 5 45 6 05 6 25 6 25 7 03 7 27 7 56 8 20 9 04 B9 35 10 32 11 35 12 43 via Princeton Shuttle arrive Princeton Junction 5 15 5 35 5 55 6 15 6 15 6 41 6 41 6 15 7 07 7 36 7 07 7 58 8 19 7 58 8 19 8 52 9 23 8 52 9 23 10 05 10 33 11 33 12 06 12 42 1 05 1 35 2 06 2 36 3 12 3 36 4 09 4 38 4 58 4 58 5 18 5 50 6 10 6 30 6 30 7 08 7 32 8 01 8 25 9 09 B9 45 10 37 11 40 12 48 arrive Princeton Junction to New York via Northeast Corridor Line Princeton Junction 4 00 4 56 5 23 5 47 6 02 6 19 6 34 6 48 7 03 6 39 7 24 7 43 7 16 8 03 8 23 8 13 8 45 9 04 9 30 9 17 9 52 10 12 10 50 11 22 11 38 12 12 12 54 1 25 1 41 2 12 2 43 3 17 3 42 4 13 4 48 5 02 5 17 5 38 6 06 6 25 6 34 6 55 7 16 7 45 8 07 8 40 9 15 10 04 11 03 12 03 1 14 Princeton Junction Jersey Avenue 5 11 5 40 6 20 6 32 6 52 7 13 7 36 7 55 8 14 8 36 9 00 9 17 10 06 Jersey Avenue TRENTON 109 New Brunswick 4 14 5 09 5 16 5 37 5 45 6 01 6 16 6 27 6 39 6 58 6 53 7 08 7 19 7 30 7 42 7 36 7 54 8 04 8 17 8 21 8 27 8 42 8 58 9 07 9 18 9 23 9 43 9 31 10 06 10 11 10 26 11 04 11 36 11 52 12 26 1 08 1 39 1 55 2 26 2 57 3 31 3 56 4 27 5 02 5 16 5 31 5 52 6 20 6 38 6 48 7 10 7 30 7 59 8 21 8 54 9 29 10 18 11 17 12 17 1 28 New Brunswick Edison 4 18 5 20 5 49 6 05 6 20 6 32 6 44 7 03 6 57 7 13 7 24 7 35 7 47 7 41 7 59 8 09 8 26 8 32 8 47 9 11 9 27 9 35 10 15 10 30 11 08 11 40 11 56 12 30 1 12 1 43 1 59 2 30 3 01 3 35 4 00 4 31 5 06 5 20 5 35 5 56 6 23 6 41 6 51 7 14 7 34 8 02 8 25 8 58 9 33 10 21 11 20 12 20 1 31 Edison to Philadelphia Hamilton Avenue 70 Metuchen 4 22 5 25 5 43 5 54 6 09 6 24 6 37 6 50 7 08 7 01 7 18 7 29 7 40 7 52 7 46 8 04 8 14 8 31 8 37 8 52 9 16 9 32 9 40 10 20 10 35 11 12 11 45 12 01 12 35 1 17 1 48 2 04 2 35 3 06 3 40 4 05 4 36 5 11 5 25 5 39 6 00 6 28 6 46 6 56 7 19 7 38 8 07 8 30 9 02 9 38 10 26 11 25 12 25 1 36 Metuchen via SEPTA and Amtrak Cass Street Metropark 4 26 5 18 5 29 5 48 5 58 6 14 6 29 6 42 6 55 7 13 7 06 7 23 7 34 7 45 7 57 7 51 8 09 8 19 8 36 8 42 8 57 9 20 9 37 9 44 10 25 10 39 11 16 11 50 12 05 12 39 1 21 1 52 2 08 2 39 3 11 3 44 4 10 4 41 5 16 5 29 5 43 6 05 6 32 6 50 7 00 7 23 7 42 8 11 8 35 9 07 9 42 10 30 11 29 12 29 1 41 Metropark

Rahway 4 32 5 29 5 34 6 03 6 27 6 46 7 12 7 34 7 58 8 25 8 48 9 11 9 21 9 51 9 59 10 45 10 58 11 22 11 38 11 55 12 11 12 39 12 45 1 27 1 38 1 58 2 14 2 39 2 45 3 16 3 38 3 50 4 16 4 33 4 46 5 03 5 21 5 33 5 49 6 10 6 20 7 05 7 17 7 28 8 05 8 16 8 53 9 12 9 24 9 48 10 23 10 35 11 25 11 34 12 27 12 34 Rahway Bordentown 200 Linden 4 36 5 37 6 07 6 32 6 50 7 17 7 39 8 03 8 30 8 52 9 15 9 25 9 56 10 03 10 49 11 02 11 25 11 42 11 59 12 14 12 42 12 49 1 31 1 42 2 02 2 18 2 42 2 49 3 20 3 42 3 54 4 20 4 37 4 50 5 07 5 25 5 37 5 53 6 14 6 25 7 09 7 20 7 32 8 09 8 20 8 57 9 16 9 28 9 52 10 27 10 39 11 29 11 38 12 31 12 38 Linden Elizabeth 4 42 5 43 6 13 6 40 6 57 7 25 7 46 8 12 8 37 8 59 9 22 9 31 10 03 10 09 10 55 11 08 11 31 11 48 12 05 12 20 12 48 12 55 1 37 1 48 2 08 2 24 2 48 2 55 3 27 3 47 4 01 4 28 4 43 4 56 5 13 5 31 5 40 5 42 5 59 6 21 6 32 7 15 7 26 7 37 8 15 8 26 9 03 9 22 9 34 9 58 10 33 10 44 11 35 11 43 12 37 12 43 1 27 1 51 Elizabeth Roebling 220 North Elizabeth 5 46 6 16 6 43 7 00 7 28 7 49 8 15 8 40 9 25 9 34 10 05 4 46 5 16 5 45 6 02 6 34 7 17 North Elizabeth Florence Park & Ride 625 Newark Int’l Airport A 4 46 4 59 5 30 5 39 5 49 6 01 6 19 6 47 7 03 7 31 7 53 8 17 8 37 8 43 8 49 9 04 9 10 9 18 9 28 9 38 9 41 10 08 10 14 10 26 10 37 10 59 11 12 11 36 11 52 12 09 12 26 12 53 12 59 1 41 1 52 2 12 2 28 2 52 2 59 3 31 3 52 4 05 4 33 4 49 5 01 5 19 5 35 5 44 5 48 6 05 6 28 6 38 6 46 7 21 7 31 7 42 7 55 8 19 8 30 8 48 9 07 9 26 9 38 10 02 10 37 10 49 11 39 11 48 12 41 12 48 1 31 1 55 A Newark Int’l Airport Newark Penn Station 4 52 5 05 5 36 5 45 5 55 6 06 6 26 6 30 6 47 6 52 6 54 7 00 7 11 7 10 7 14 7 22 7 31 7 40 7 38 7 44 7 50 8 02 8 00 8 04 8 15 8 19 8 24 8 28 8 35 8 45 8 50 8 56 8 58 9 11 9 17 9 25 9 34 9 38 9 44 9 48 9 53 10 08 10 14 10 20 10 33 10 43 11 05 11 18 11 41 11 58 12 16 12 33 12 58 1 06 1 48 1 58 2 19 2 35 2 58 3 05 3 38 3 57 4 12 4 39 4 55 5 08 5 25 5 42 5 51 5 54 6 11 6 35 6 45 6 52 7 06 7 28 7 37 7 48 8 01 8 25 8 36 8 53 9 13 9 33 9 44 10 09 10 43 10 55 11 45 11 54 12 47 12 54 1 36 2 01 Newark Penn Station Burlington Towne Centre via PATH P 5 00 5 30 5 45 5 56 6 06 6 16 6 36 6 36 6 56 7 01 7 01 7 06 7 21 7 16 7 21 7 29 7 37 7 46 7 46 7 51 7 56 8 09 8 09 8 13 8 21 8 25 8 33 8 37 8 41 8 51 8 56 9 06 9 06 9 21 9 26 9 36 9 46 9 46 9 56 9 56 10 06 10 16 10 26 10 26 10 46 10 56 11 16 11 26 11 56 12 06 12 26 12 46 1 06 1 16 1 56 2 06 2 26 2 46 3 06 3 16 3 46 4 06 4 18 4 46 5 02 5 14 5 31 5 51 6 01 6 01 6 21 6 46 6 56 7 06 7 16 7 36 7 46 7 56 8 16 8 36 8 46 9 06 9 26 9 41 9 56 10 26 10 56 11 11 12 00 12 00 1 00 1 00 2 00 2 30 via PATH P arrive World Trade Center 5 22 5 52 6 07 6 18 6 28 6 38 6 58 6 58 7 18 7 23 7 23 7 28 7 43 7 38 7 43 7 51 7 59 8 08 8 08 8 13 8 18 8 31 8 31 8 35 8 43 8 47 8 55 8 59 9 03 9 13 9 18 9 28 9 28 9 43 9 48 9 58 10 08 10 08 10 18 10 18 10 18 10 38 10 48 10 48 11 08 11 18 11 38 11 48 12 18 12 28 12 48 1 08 1 28 1 38 2 18 2 28 2 48 3 08 3 28 3 38 4 08 4 28 4 40 5 08 5 24 5 36 5 53 6 13 6 23 6 23 6 43 7 08 7 18 7 28 7 38 7 58 8 08 8 18 8 38 8 58 9 08 9 28 9 48 10 03 10 18 10 48 11 18 11 33 12 22 12 22 1 22 1 22 2 22 2 52 arrive World Trade Center Burlington South Park & Ride 415 Secaucus Junction 4 59 5 12 5 43 5 52 6 02 6 37 7 01 7 08 7 17 7 21 7 38 7 45 7 51 7 57 8 07 8 11 8 26 8 31 8 36 8 42 8 52 8 57 9 05 9 18 9 24 9 32 9 41 9 45 9 51 9 55 10 00 10 21 10 27 10 50 11 15 11 25 12 07 12 23 12 40 1 05 1 13 1 56 2 05 2 26 2 42 3 05 3 12 3 45 4 04 4 19 4 46 5 02 5 15 5 32 5 49 6 01 6 18 L 6 46 6 54 6 59 7 13 7 45 8 08 8 32 9 00 9 20 9 41 9 51 10 16 10 50 11 02 11 52 12 01 12 54 1 01 1 44 2 08 Secaucus Junction New York 5 20 5 26 5 57 6 06 6 15 6 25 6 46 6 51 7 05 7 10 7 15 7 23 7 29 7 32 7 36 7 41 7 52 7 58 8 00 8 06 8 12 8 20 8 22 8 25 8 35 8 41 8 46 8 52 8 57 9 06 9 12 9 14 9 19 9 32 9 38 9 47 9 55 9 59 10 06 10 09 10 15 10 26 10 35 10 40 10 52 11 04 11 26 11 39 12 00 12 20 12 37 12 54 1 19 1 27 2 09 2 19 2 40 2 56 3 20 3 26 3 59 4 18 4 33 5 00 5 16 5 29 5 46 6 04 6 09 6 15 6 32 6 59 7 08 7 12 7 28 7 46 7 58 8 08 8 22 8 46 8 54 9 14 9 34 9 54 10 04 10 31 11 05 11 21 12 18 12 23 1 13 1 20 2 03 2 36 New York Beverly/Edgewater Park 205 PEAK HOURS PEAK HOURS PEAK HOURS Delanco 50

Riverside 200

Cinnaminson 250 check the fine print this line has special conditions Riverton 40 holidays special conditions connections Palmyra 25 Major Holidays Weekend service will run on 6 12 Extra Service Trains marked red will run only L 6 12 L Trains may leave ahead of schedule. C 6 12 C Change Trains at Newark Penn Station for travel SEPTA All schedules are subject to change. For complete River LINE NJ TRANSIT riders can connect to River LINE Capital Connection Buses and bus stops marked New Year’s Day, Presidents’ Day, Memorial Day, on specified days. See timetable for actual dates. to/from New York. Every effort will be made to maintain times, see R-7 schedule or check online at www.septa.org. at Trenton Station for trips to Camden and points in between. with the Capital Connection logo travel between Trenton Pennsauken/ 6 17 B 6 12 B Princeton Branch and Princeton Shuttle Independence Day, Labor Day, Thanksgiving and X service provided by shuttle bus. The bus connections, however, they cannot be guaranteed. Princeton Shuttle This shuttle provides direct service See the River LINE timetable for detailed information. Station and downtown Trenton or the State House. Rt. 73 Park & Ride 457 Christmas. will load and unload passengers from the to downtown Princeton from Princeton Junction Station. Newark City Subway NJ TRANSIT riders can connect to See Capital Connection timetables for details. 36th Street 375 6 12 Limited Service Trains marked gray will not run outbound platform side drop-off lane. the Newark City Subway at Newark Penn Station for trips 6 17 on specified days. See timetable for actual dates. in Newark, to Belleville and Bloomfield. See the Newark City X Walter Rand Subway timetable for detailed information. Transportation Center PATCO via PATCO Cooper Street/ Rutgers University

Aquarium number of parking spaces ENTERTAINMENT CENTER

trenton trenton new york/newark monday – friday (except Holidays) Northeast Corridor Line monday – friday monday – friday

6 28 AM 12 13 PM 6 00 AM 12 00 PM last 6 43 AM 12 43 PM 6 15 AM 12 30 PM OFF-PEAK ROUNDTRIP FARES ARE NOT VALID FROM NEW YORK, SECAUCUS, HOBOKEN OR NEWARK train 6 58 AM 1 13 PM 6 30 AM 1 00 PM 7 13 AM 1 43 PM 6 45 AM 1 30 PM trains 3809 3209 3811 3813 3215 3815 3703 3217 3817 3819 3221 3821 3823 3223 3899 3825 3827 3227 3829 3231 3831 3833 3835 3235 3837 3839 3239 3841 3843 3243 3845 3847 3247 3949 3849 8849 3851 3251 3953 3853 3503 8853 3855 3857 3959 3859 3405 3861 3863 3961 3865 3963 3507 3725 3965 3867 3509 3967 3869 3969 3271 3729 3971 3871 3973 3511 3731 3975 3875 3441 3977 3877 3281 3979 3881 3513 3983 3883 3285 3985 3885 3287 3887 3889 3289 3891 3893 3293 3879 3895 3297 3897 3201 3801 3805 5347 trains 7 28 AM 2 13 PM 7 00 AM 2 00 PM Departing from: Departing from: 7 43 AM 2 43 PM 7 15 AM 2 30 PM New York 4 20 4 44 4 54 5 21 5 41 6 01 6 17 6 25 6 31 6 52 7 01 7 12 7 34 7 45 7 53 8 12 8 29 8 41 9 02 9 37 9 41 10 05 10 29 10 37 11 04 11 29 11 37 12 01 12 28 12 37 1 01 1 28 1 37 2 01 2 07 2 26 2 32 2 52 3 01 3 07 3 23 3 25 3 33 3 54 4 01 4 07 4 17 4 28 4 32 4 39 4 54 5 01 5 05 5 12 5 16 5 25 5 28 5 30 5 37 5 43 5 53 5 55 6 03 6 11 6 13 6 24 6 32 6 34 6 49 6 52 7 03 7 13 7 20 7 29 7 44 7 47 8 07 8 11 8 29 8 44 8 52 9 02 9 10 9 35 9 45 10 09 10 34 10 41 10 44 11 09 11 30 11 42 12 37 12 42 1 41 C1 41 New York 7 58 AM 3 13 PM 7 30 AM 3 00 PM Secaucus Junction 4 29 5 03 5 51 6 10 6 26 6 34 6 40 7 01 7 10 7 22 7 43 7 54 8 02 8 21 8 38 8 50 9 11 9 47 9 51 10 15 10 39 10 47 11 14 11 39 11 47 12 10 12 38 12 47 1 10 1 38 1 47 2 17 2 35 2 42 3 02 3 17 3 33 3 35 3 43 4 17 4 27 4 38 4 42 5 14 5 22 5 38 5 47 6 03 6 13 6 21 6 34 6 42 7 02 7 30 7 38 7 57 8 21 8 39 9 02 9 12 9 20 9 55 10 19 10 43 10 50 10 54 11 19 11 40 11 52 12 46 12 51 1 50 C1 50 Secaucus Junction 8 13 AM 3 43 PM 7 45 AM 3 30 PM via PATH P from WTC 4 00 4 30 4 30 5 00 5 30 5 30 6 00 6 12 6 12 6 42 6 42 7 02 7 22 7 31 7 41 7 58 8 16 8 30 8 50 9 22 9 32 9 52 10 12 10 22 10 52 11 12 11 22 11 42 12 12 12 22 12 42 1 12 1 22 1 42 1 52 2 12 2 22 2 42 2 42 2 52 3 12 3 12 3 22 3 42 3 42 3 52 4 02 4 17 4 22 4 27 4 39 4 47 4 51 5 01 5 06 5 11 5 15 5 15 5 27 5 31 5 43 5 43 5 52 6 02 5 57 6 12 6 22 6 22 6 37 6 42 6 47 6 52 7 02 7 12 7 32 7 32 7 52 8 02 8 12 8 32 8 42 8 52 8 52 9 22 9 32 9 52 10 22 10 22 10 22 10 52 11 07 11 22 11 57 12 30 1 30 1 30 via PATH P from WTC 8 28 AM 4 13 PM 8 00 AM 4 00 PM arrive Newark 4 22 4 52 4 52 5 22 5 52 5 52 6 22 6 34 6 34 7 04 7 04 7 24 7 44 7 53 8 03 8 20 8 38 8 52 9 12 9 44 9 54 10 14 10 34 10 44 11 14 11 34 11 44 12 04 12 34 12 44 1 04 1 34 1 44 2 04 2 14 2 34 2 44 3 04 3 04 3 14 3 34 3 34 3 44 4 04 4 04 4 14 4 24 4 39 4 44 4 49 5 01 5 09 5 13 5 23 5 28 5 33 5 37 5 37 5 49 5 53 6 05 6 05 6 14 6 24 6 19 6 34 6 44 6 44 6 59 7 04 7 09 7 14 7 24 7 34 7 54 7 54 8 14 8 24 8 34 8 54 9 04 9 14 9 14 9 44 9 54 10 14 10 44 10 44 10 44 11 14 11 29 11 44 12 19 12 52 1 52 1 52 arrive Newark 8 48 AM 4 43 PM 8 15 AM 4 15 PM Newark Penn Station 4 40 5 01 5 13 5 37 6 01 6 18 6 34 6 42 6 49 7 11 7 18 7 31 7 53 8 04 8 11 8 30 8 48 8 59 9 21 9 57 10 02 10 25 10 49 10 56 11 24 11 49 11 57 12 20 12 47 12 57 1 20 1 49 1 57 2 17 2 27 2 46 2 52 3 11 3 17 3 26 3 42 3 44 3 53 4 11 4 18 4 28 4 37 4 49 4 52 4 56 5 10 5 16 5 24 5 33 5 34 5 42 5 49 5 47 5 58 6 00 6 14 6 12 6 22 6 32 6 29 6 45 6 53 6 51 7 06 7 13 7 20 7 30 7 40 7 48 8 01 8 07 8 24 8 31 8 49 9 01 9 12 9 21 9 29 9 52 10 05 10 29 10 53 11 00 11 03 11 28 11 49 12 01 12 54 12 59 1 59 2 10 Newark Penn Station 8 58 AM 5 13 PM 8 30 AM 4 30 PM Newark Int’l Airport A 4 45 5 06 5 18 5 42 6 06 6 23 6 39 6 47 6 54 7 16 7 23 7 36 7 58 8 09 8 16 8 35 8 53 9 04 9 26 10 02 10 07 10 30 10 54 11 01 11 29 11 54 12 02 12 25 12 53 1 02 1 25 1 54 2 02 2 32 2 51 2 57 3 16 3 31 3 47 3 50 3 58 4 16 4 42 4 54 5 30 5 54 6 03 6 20 6 38 6 50 6 58 7 18 7 25 7 35 7 46 8 12 8 36 8 54 9 17 9 26 9 34 9 57 10 10 10 34 10 58 11 05 11 08 11 33 11 54 12 06 12 59 1 04 2 04 2 15 A Newark Int’l Airport 9 13 AM 5 28 PM 9 00 AM 4 45 PM North Elizabeth 4 48 5 09 5 21 5 45 6 09 6 26 6 42 6 57 7 26 7 39 8 12 8 56 11 04 12 56 3 19 3 50 4 19 4 45 4 57 5 33 5 58 6 24 6 54 7 21 7 49 8 15 8 57 9 29 10 13 10 37 11 11 11 36 12 09 North Elizabeth 9 28 AM 5 43 PM 9 30 AM 5 00 PM Elizabeth 4 51 5 12 5 23 5 48 6 12 6 29 6 45 6 52 7 00 7 29 7 42 8 15 8 39 8 58 9 08 9 30 10 07 10 12 10 34 10 59 11 07 11 33 11 59 12 07 12 29 12 59 1 07 1 29 1 59 2 07 2 36 3 02 3 21 3 36 3 52 4 22 4 48 5 00 5 36 6 01 6 27 6 57 7 24 7 52 8 18 9 00 9 32 10 16 10 39 11 09 11 13 11 38 11 58 12 12 1 04 1 09 2 09 2 19 Elizabeth 9 43 AM 5 58 PM 10 00 AM 5 15 PM Linden 4 57 5 17 5 28 5 54 6 17 6 34 6 50 6 57 7 05 7 34 7 47 8 20 8 44 9 03 9 13 9 35 10 12 10 17 10 39 11 04 11 12 11 38 12 04 12 12 12 34 1 04 1 12 1 34 2 04 2 12 2 41 3 07 3 26 3 41 3 57 4 28 4 53 5 05 5 41 6 06 6 33 7 02 7 30 7 57 8 23 9 05 9 37 10 21 10 44 11 14 11 18 11 43 12 03 12 17 1 09 1 15 2 14 2 24 Linden 10 13 AM 6 13 PM 10 30 AM 5 30 PM 10 43 AM 6 28 PM 11 00 AM 5 54 PM Rahway 5 00 5 20 5 32 5 57 6 20 6 37 6 53 7 00 7 08 7 38 7 50 8 23 8 26 8 48 9 07 9 17 9 39 10 16 10 21 10 43 11 08 11 16 11 42 12 08 12 16 12 38 1 08 1 16 1 38 2 08 2 16 2 45 3 10 3 30 3 44 4 01 4 07 4 32 4 57 5 09 5 45 6 10 L 6 13 6 37 L 6 48 7 06 L 7 08 7 34 7 45 8 00 8 14 8 27 8 45 9 09 9 26 9 40 9 43 10 07 10 25 10 48 11 18 11 22 11 47 12 07 12 21 1 13 1 18 2 18 2 28 Rahway 11 13 AM 6 43 PM 11 30 AM 6 00 PM Metropark 5 06 5 37 6 03 6 43 6 59 7 13 7 32 7 55 8 11 8 32 8 53 9 12 9 44 10 27 10 48 11 13 11 47 12 13 12 43 1 13 1 43 2 13 2 50 L 3 05 3 16 3 50 L 4 04 4 13 L 4 38 4 44 5 15 L 5 07 L 5 28 L 5 51 L 5 59 L 6 19 L 6 29 L 6 56 L 7 15 L 7 23 7 50 8 19 8 51 9 31 9 49 10 12 10 53 11 11 11 27 11 52 12 26 1 23 2 23 Metropark 11 43 AM 6 58 PM 6 15 PM Metuchen 5 10 5 41 6 08 6 47 7 03 7 17 8 00 8 36 8 57 9 16 9 48 10 31 10 52 11 17 11 51 12 17 12 47 1 17 1 47 2 17 2 54 L 3 09 3 20 3 54 L 4 08 4 17 L 4 42 4 49 5 19 L 5 12 L 5 33 L 5 56 L 6 04 L 6 24 L 6 34 L 7 01 L 7 20 L 7 28 7 55 8 23 8 54 9 35 9 53 10 17 10 57 11 15 11 31 11 56 12 30 1 27 2 27 Metuchen 7 13 PM 6 30 PM 5 15 5 46 6 12 6 51 7 07 7 22 8 04 8 40 9 01 9 21 9 52 10 35 10 56 11 22 11 56 12 22 12 52 1 22 1 52 2 22 2 58 3 14 3 24 3 58 4 13 4 22 4 47 4 54 5 24 5 16 5 38 6 01 6 09 6 29 6 39 7 06 7 25 7 33 8 00 8 27 8 59 9 40 9 57 10 21 11 02 11 19 11 36 12 01 12 34 1 31 2 31 Edison L L L L L L L L L L L L Edison 7 28 PM 6 45 PM New Brunswick 5 19 5 49 6 16 6 55 L 7 11 7 26 7 42 8 09 8 21 8 45 9 05 9 25 9 56 10 39 11 00 11 26 12 00 12 26 12 56 1 26 1 56 2 26 3 02 L 3 18 3 28 4 02 L 4 17 4 26 L 4 51 4 58 5 28 L 5 20 L 5 43 L 6 06 L 6 14 L 6 34 L 6 44 L 7 10 L 6 54 L 7 30 L 7 16 L 7 38 L 7 47 8 04 L 8 12 8 31 L 8 48 9 02 L 9 24 9 43 10 01 10 25 11 05 11 23 11 40 12 04 12 38 1 35 2 35 New Brunswick 7 43 PM 7 00 PM Jersey Avenue 6 21 7 16 8 12 9 28 10 43 11 29 12 29 12 59 1 29 1 59 2 29 3 05 L 3 21 3 31 4 06 L 4 20 4 29 L 4 54 L 5 02 L 5 24 L 5 47 6 11 L 6 38 6 50 L 6 58 7 37 L 7 20 L 7 42 L 7 51 8 07 L 8 16 8 34 L 8 52 L 9 28 10 04 10 28 11 08 11 26 11 44 12 07 12 41 1 38 2 38 Jersey Avenue 7 58 PM 7 15 PM Princeton Junction 5 35 6 03 L 6 33 L 7 09 L 7 43 7 55 8 24 L 8 35 8 59 9 19 9 40 10 10 10 55 11 14 11 42 12 14 12 42 1 11 1 42 2 11 2 42 L 2 52 3 16 L 3 33 3 43 L 3 52 4 18 L 4 32 4 41 L 5 06 L 4 53 L 5 15 5 43 L 5 37 L 5 30 L 5 59 L 5 52 L 6 08 L 6 28 L 6 21 L 6 51 L 6 36 L 6 59 L 7 25 L 7 12 L 7 34 L 7 55 L 8 04 L 8 19 L 8 29 8 47 L 9 05 9 16 L 9 41 9 57 10 16 10 40 11 20 11 38 11 56 12 20 12 53 1 50 2 50 Princeton Junction 8 13 PM 7 30 PM via Princeton Shuttle 5 40 6 25 L 6 52 7 18 8 04 8 04 8 37 L 9 04 L 9 04 L 9 45 L 9 45 L 10 17 L 11 18 L 11 18 L 11 51 12 20 L 12 48 L 1 18 L 1 50 L 2 21 L 2 57 L 2 57 L 3 21 3 55 3 55 3 55 L 4 22 L 4 43 L 5 03 L 5 35 L 5 03 L 5 35 L 5 55 L 5 55 L 5 35 L 6 15 L 5 55 L 6 15 L 6 41 L 6 41 L 7 17 L 6 41 L 7 17 L 7 39 L 7 17 L 7 39 L 8 10 L 8 10 L 8 34 L 8 34 L 8 54 B9 20 B9 20 L 10 02 L 10 02 L 10 22 L 10 47 L 11 25 L 11 45 L 12 25 L 12 25 L 12 58 via Princeton Shuttle 8 43 PM 7 45 PM arrive Princeton 5 45 6 30 6 57 7 23 8 09 8 09 8 42 9 09 9 09 9 50 9 50 10 22 11 23 11 23 11 56 12 25 12 53 1 23 1 55 2 26 3 02 3 02 3 26 4 00 4 00 4 00 4 27 4 48 5 08 5 40 5 08 5 40 6 00 6 00 5 40 6 20 6 00 6 20 6 46 6 46 7 22 6 46 7 22 7 44 7 22 7 44 8 15 8 15 8 39 8 39 8 59 B9 30 B9 30 10 07 10 07 10 27 10 52 11 30 11 50 12 30 12 30 1 03 arrive Princeton 9 13 PM 8 00 PM Hamilton 5 42 6 09 L 6 40 L 7 16 L 7 49 8 02 8 31 L 8 41 9 05 9 25 9 46 10 16 11 01 11 20 11 48 12 20 12 48 1 18 1 48 2 18 2 48 L 2 59 3 23 L 3 40 3 49 L 3 59 4 24 L 4 39 4 48 L 5 13 L 5 01 L 5 21 5 50 L 5 44 L 5 37 L 6 05 L 6 00 L 6 15 L 6 34 L 6 28 L 6 58 L 6 43 L 7 07 L 7 32 L 7 19 L 7 41 L 8 02 L 8 11 L 8 25 L 8 36 8 54 L 9 12 9 22 L 9 48 10 03 10 23 10 46 11 27 11 44 12 03 12 26 12 59 1 56 2 56 Hamilton 9 43 PM 8 30 PM Trenton 5 54 6 20 6 52 7 27 7 55 8 11 8 41 8 54 9 15 9 34 9 56 10 27 11 12 11 33 11 59 12 31 12 59 1 28 1 59 2 28 2 59 3 11 3 33 3 51 3 59 4 08 4 30 4 50 4 56 5 24 5 11 5 30 5 59 5 53 5 45 6 15 6 07 6 24 6 43 6 36 7 07 6 51 7 17 7 42 7 28 7 48 8 10 8 17 8 33 8 50 9 04 9 23 9 34 10 02 10 15 10 34 10 57 11 43 12 01 12 14 12 40 1 17 2 21 3 21 Trenton 10 13 PM 9 05 PM via SEPTA to Philadelphia via SEPTA to Philadelphia Trenton 6 15 6 37 7 04 7 34 8 01 8 19 8 50 9 40 9 40 10 39 11 40 12 39 1 38 2 38 3 18 3 18 3 45 4 14 4 14 4 38 5 06 5 54 5 54 6 32 5 54 6 32 6 32 7 00 7 41 7 00 8 11 7 41 8 11 8 40 8 40 9 40 9 40 9 40 10 39 10 39 12 10 12 10 Trenton sat/sun/holidays sat/sun/holidays 30th Street Station 7 08 7 27 7 57 8 27 8 50 9 12 9 40 10 27 10 27 11 27 12 27 1 27 2 27 3 26 4 07 4 07 4 36 5 09 5 09 5 27 5 57 6 42 6 42 7 19 6 42 7 19 7 19 7 47 8 26 7 47 8 56 8 26 8 56 9 26 9 26 10 26 10 26 10 26 11 26 11 26 12 54 12 54 30th Street Station Suburban Station 7 12 7 32 8 02 8 32 8 55 9 17 9 45 10 32 10 32 11 32 12 32 1 32 2 32 3 31 4 12 4 12 4 41 5 14 5 14 5 32 6 02 6 47 6 47 7 24 6 47 7 24 7 24 7 52 8 31 7 52 9 01 8 31 9 01 9 31 9 31 10 31 10 31 10 31 11 31 11 31 12 59 12 59 Suburban Station 6 58 AM 12 28 PM 6 15 AM 12 15 PM Market East 7 17 7 37 8 07 8 37 9 00 9 22 9 50 10 37 10 37 11 37 12 37 1 37 2 37 3 36 4 17 4 17 4 46 5 19 5 19 5 37 6 07 7 29 7 29 7 29 8 35 9 06 8 35 9 06 9 35 9 35 10 35 10 35 10 35 11 36 11 36 1 03 1 03 Market East X X 7 28 AM 12 58 PM 6 45 AM 12 45 PM PEAK HOURS PEAK HOURS PEAK HOURS 7 58 AM 1 28 PM 7 15 AM 1 15 PM Only May 26, June 30, Only May 26, June 30, 8 28 AM 1 58 PM 7 45 AM 1 45 PM July 3 and Sept 1 July 3 and Sept 1 9 28 AM 2 28 PM 8 15 AM 2 15 PM 9 58 AM 2 58 PM 8 45 AM 2 45 PM 10 28 AM 3 28 PM 9 15 AM 3 15 PM check the fine print this line has special conditions 10 58 AM 3 58 PM 9 45 AM 3 45 PM 11 28 AM 4 28 PM 10 15 AM 4 15 PM 11 58 AM 4 58 PM 10 45 AM 4 45 PM holidays special conditions connections 5 28 PM 11 15 AM 5 15 PM Major Holidays Weekend service will run on 6 12 Extra Service Trains marked red will run only L 6 12 L Trains may leave ahead of schedule. C 6 12 C Change Trains at Newark Penn Station for travel SEPTA All schedules are subject to change. For complete River LINE NJ TRANSIT riders can connect to River LINE Capital Connection Buses and bus stops marked 5 58 PM 11 45 AM 5 45 PM New Year’s Day, Presidents’ Day, Memorial Day, on specified days. See timetable for actual dates. to/from New York. Every effort will be made to maintain times, see R-7 schedule or check online at www.septa.org. at Trenton Station for trips to Camden and points in between. with the Capital Connection logo travel between Trenton 6 28 PM 6 15 PM 6 17 B 6 12 B Princeton Branch and Princeton Shuttle Independence Day, Labor Day, Thanksgiving and X service provided by shuttle bus. The bus connections, however, they cannot be guaranteed. Princeton Shuttle This shuttle provides direct service See the River LINE timetable for detailed information. Station and downtown Trenton or the State House. 6 58 PM 6 45 PM Christmas. will load and unload passengers from the to downtown Princeton from Princeton Junction Station. Newark City Subway NJ TRANSIT riders can connect to See Capital Connection timetables for details. 7 28 PM 7 15 PM 6 12 Limited Service Trains marked gray will not run outbound platform side drop-off lane. the Newark City Subway at Newark Penn Station for trips 7 58 PM 7 45 PM 6 17 on specified days. See timetable for actual dates. in Newark, to Belleville and Bloomfield. See the Newark City 8 28 PM 8 15 PM X Subway timetable for detailed information. 8 58 PM 8 45 PM 9 28 PM 9 00 PM 10 13 PM 12 00 AM 9 30 PM y 12 13 AM 10 43 PM y 10 00 PM nl nl t t

a 12 43 AM 11 13 PM a 10 30 PM o o s s t t a 1 13 AM 11 43 PM a 11 00 PM s s 11 30 PM River LINE newark/new york monday – friday (except Holidays) Northeast Corridor Line connecting service at Trenton

Free Parking Take advantage of the free parking available last at most River LINE stations. There is a fee to park at the OFF-PEAK ROUNDTRIP FARES ARE NOT VALID TO NEW YORK, SECAUCUS, HOBOKEN OR NEWARK train Trenton station.

trains 3806 3202 3808 3204 3700 3810 3702 3812 3814 3914 3500 3704 3450 3916 3706 3920 3708 3922 3818 3822 3710 3924 3220 3824 3712 3926 3826 3828 3714 3928 3504 3716 3930 3830 3718 3932 3456 3720 3230 3934 3722 3936 3832 3232 3938 3724 3836 3236 3838 3240 3840 3842 3244 3844 3846 3248 3848 3850 3252 3852 3854 3256 3856 3858 3260 3860 3510 3862 3864 3266 3866 3868 3270 3896 3870 3898 3512 3872 3874 3274 3876 3878 3278 3880 3514 3882 3284 3884 3288 3888 3292 3892 3200 3800 trains Peak Service River LINE service runs every 15 minutes Departing from: Departing from: during peak hours. Service runs every 30 minutes during via SEPTA from Philadelphia via SEPTA from Philadelphia off-peak hours and on the weekends. Market East 5 05 5 44 5 05 5 44 6 28 6 59 6 28 7 51 7 51 8 52 9 52 10 52 11 52 12 52 1 52 2 52 3 50 4 19 4 45 5 06 5 15 5 31 5 48 6 14 6 36 7 14 7 54 8 44 9 41 10 41 11 45 Market East Easy Connections During weekdays, the first River LINE Suburban Station 4 43 5 10 5 49 5 10 5 49 6 33 7 04 6 33 7 56 7 56 8 57 9 57 10 57 11 57 12 57 1 57 2 25 2 57 3 25 3 55 4 24 4 50 5 11 5 20 5 36 5 53 6 19 6 41 7 19 7 59 8 48 9 45 10 45 11 49 Suburban Station train arrives at Trenton Station at 6:28am. The last weekday 30th Street Station 4 47 5 14 5 53 5 14 5 53 6 37 7 08 6 37 8 00 8 00 9 01 10 01 11 01 12 01 1 01 2 01 2 29 3 01 3 29 3 59 4 28 4 54 5 15 5 24 5 40 5 57 6 23 6 45 7 23 8 03 8 52 9 49 10 49 11 53 30th Street Station River LINE train departs Trenton at 9:05pm. Special late arrive Trenton 5 36 6 03 6 42 6 03 6 42 7 26 7 57 7 26 8 49 8 49 9 52 10 51 11 53 12 53 1 51 2 51 3 17 3 51 4 17 4 49 5 18 5 43 6 06 6 12 6 28 6 48 7 14 7 35 8 14 8 52 9 41 10 37 11 38 12 41 arrive Trenton night service operates on Saturdays. Trenton 3 48 4 44 5 11 5 35 5 50 6 05 6 20 6 35 6 50 6 27 7 10 7 28 7 03 7 48 8 08 8 01 8 33 8 51 9 18 9 04 9 40 10 00 10 38 11 10 11 26 12 00 12 42 1 13 1 29 2 00 2 30 3 05 3 29 4 00 4 36 4 50 5 05 5 26 5 54 6 13 6 22 6 43 7 03 7 33 7 55 8 28 9 03 9 52 10 51 11 51 1 02 Trenton Travel Flexibility You can now use your NJ TRANSIT Hamilton 3 54 4 50 5 17 5 41 5 56 6 11 6 26 6 41 6 56 6 33 7 17 7 35 7 09 7 55 8 15 8 07 8 39 8 57 9 24 9 10 9 46 10 06 10 44 11 16 11 32 12 06 12 48 1 19 1 35 2 06 2 36 3 11 3 35 4 06 4 42 4 56 5 11 5 32 6 00 6 19 6 28 6 49 7 09 7 39 8 01 8 34 9 09 9 58 10 57 11 57 1 08 Hamilton monthly or weekly rail pass to ride the River LINE for free. via Princeton Shuttle 5 10 5 30 5 50 6 10 6 10 6 36 6 36 6 10 7 02 7 31 7 02 7 53 8 14 7 53 8 14 8 47 9 18 8 47 9 18 10 00 10 28 11 28 12 01 12 37 1 00 1 30 2 01 2 31 3 07 3 31 4 04 4 33 4 53 4 53 5 13 5 45 6 05 6 25 6 25 7 03 7 27 7 56 8 20 9 04 B9 35 10 32 11 35 12 43 via Princeton Shuttle arrive Princeton Junction 5 15 5 35 5 55 6 15 6 15 6 41 6 41 6 15 7 07 7 36 7 07 7 58 8 19 7 58 8 19 8 52 9 23 8 52 9 23 10 05 10 33 11 33 12 06 12 42 1 05 1 35 2 06 2 36 3 12 3 36 4 09 4 38 4 58 4 58 5 18 5 50 6 10 6 30 6 30 7 08 7 32 8 01 8 25 9 09 B9 45 10 37 11 40 12 48 arrive Princeton Junction to New York via Northeast Corridor Line Princeton Junction 4 00 4 56 5 23 5 47 6 02 6 19 6 34 6 48 7 03 6 39 7 24 7 43 7 16 8 03 8 23 8 13 8 45 9 04 9 30 9 17 9 52 10 12 10 50 11 22 11 38 12 12 12 54 1 25 1 41 2 12 2 43 3 17 3 42 4 13 4 48 5 02 5 17 5 38 6 06 6 25 6 34 6 55 7 16 7 45 8 07 8 40 9 15 10 04 11 03 12 03 1 14 Princeton Junction Jersey Avenue 5 11 5 40 6 20 6 32 6 52 7 13 7 36 7 55 8 14 8 36 9 00 9 17 10 06 Jersey Avenue TRENTON 109 New Brunswick 4 14 5 09 5 16 5 37 5 45 6 01 6 16 6 27 6 39 6 58 6 53 7 08 7 19 7 30 7 42 7 36 7 54 8 04 8 17 8 21 8 27 8 42 8 58 9 07 9 18 9 23 9 43 9 31 10 06 10 11 10 26 11 04 11 36 11 52 12 26 1 08 1 39 1 55 2 26 2 57 3 31 3 56 4 27 5 02 5 16 5 31 5 52 6 20 6 38 6 48 7 10 7 30 7 59 8 21 8 54 9 29 10 18 11 17 12 17 1 28 New Brunswick Edison 4 18 5 20 5 49 6 05 6 20 6 32 6 44 7 03 6 57 7 13 7 24 7 35 7 47 7 41 7 59 8 09 8 26 8 32 8 47 9 11 9 27 9 35 10 15 10 30 11 08 11 40 11 56 12 30 1 12 1 43 1 59 2 30 3 01 3 35 4 00 4 31 5 06 5 20 5 35 5 56 6 23 6 41 6 51 7 14 7 34 8 02 8 25 8 58 9 33 10 21 11 20 12 20 1 31 Edison to Philadelphia Hamilton Avenue 70 Metuchen 4 22 5 25 5 43 5 54 6 09 6 24 6 37 6 50 7 08 7 01 7 18 7 29 7 40 7 52 7 46 8 04 8 14 8 31 8 37 8 52 9 16 9 32 9 40 10 20 10 35 11 12 11 45 12 01 12 35 1 17 1 48 2 04 2 35 3 06 3 40 4 05 4 36 5 11 5 25 5 39 6 00 6 28 6 46 6 56 7 19 7 38 8 07 8 30 9 02 9 38 10 26 11 25 12 25 1 36 Metuchen via SEPTA and Amtrak Cass Street Metropark 4 26 5 18 5 29 5 48 5 58 6 14 6 29 6 42 6 55 7 13 7 06 7 23 7 34 7 45 7 57 7 51 8 09 8 19 8 36 8 42 8 57 9 20 9 37 9 44 10 25 10 39 11 16 11 50 12 05 12 39 1 21 1 52 2 08 2 39 3 11 3 44 4 10 4 41 5 16 5 29 5 43 6 05 6 32 6 50 7 00 7 23 7 42 8 11 8 35 9 07 9 42 10 30 11 29 12 29 1 41 Metropark

Rahway 4 32 5 29 5 34 6 03 6 27 6 46 7 12 7 34 7 58 8 25 8 48 9 11 9 21 9 51 9 59 10 45 10 58 11 22 11 38 11 55 12 11 12 39 12 45 1 27 1 38 1 58 2 14 2 39 2 45 3 16 3 38 3 50 4 16 4 33 4 46 5 03 5 21 5 33 5 49 6 10 6 20 7 05 7 17 7 28 8 05 8 16 8 53 9 12 9 24 9 48 10 23 10 35 11 25 11 34 12 27 12 34 Rahway Bordentown 200 Linden 4 36 5 37 6 07 6 32 6 50 7 17 7 39 8 03 8 30 8 52 9 15 9 25 9 56 10 03 10 49 11 02 11 25 11 42 11 59 12 14 12 42 12 49 1 31 1 42 2 02 2 18 2 42 2 49 3 20 3 42 3 54 4 20 4 37 4 50 5 07 5 25 5 37 5 53 6 14 6 25 7 09 7 20 7 32 8 09 8 20 8 57 9 16 9 28 9 52 10 27 10 39 11 29 11 38 12 31 12 38 Linden Elizabeth 4 42 5 43 6 13 6 40 6 57 7 25 7 46 8 12 8 37 8 59 9 22 9 31 10 03 10 09 10 55 11 08 11 31 11 48 12 05 12 20 12 48 12 55 1 37 1 48 2 08 2 24 2 48 2 55 3 27 3 47 4 01 4 28 4 43 4 56 5 13 5 31 5 40 5 42 5 59 6 21 6 32 7 15 7 26 7 37 8 15 8 26 9 03 9 22 9 34 9 58 10 33 10 44 11 35 11 43 12 37 12 43 1 27 1 51 Elizabeth Roebling 220 North Elizabeth 5 46 6 16 6 43 7 00 7 28 7 49 8 15 8 40 9 25 9 34 10 05 4 46 5 16 5 45 6 02 6 34 7 17 North Elizabeth Florence Park & Ride 625 Newark Int’l Airport A 4 46 4 59 5 30 5 39 5 49 6 01 6 19 6 47 7 03 7 31 7 53 8 17 8 37 8 43 8 49 9 04 9 10 9 18 9 28 9 38 9 41 10 08 10 14 10 26 10 37 10 59 11 12 11 36 11 52 12 09 12 26 12 53 12 59 1 41 1 52 2 12 2 28 2 52 2 59 3 31 3 52 4 05 4 33 4 49 5 01 5 19 5 35 5 44 5 48 6 05 6 28 6 38 6 46 7 21 7 31 7 42 7 55 8 19 8 30 8 48 9 07 9 26 9 38 10 02 10 37 10 49 11 39 11 48 12 41 12 48 1 31 1 55 A Newark Int’l Airport Newark Penn Station 4 52 5 05 5 36 5 45 5 55 6 06 6 26 6 30 6 47 6 52 6 54 7 00 7 11 7 10 7 14 7 22 7 31 7 40 7 38 7 44 7 50 8 02 8 00 8 04 8 15 8 19 8 24 8 28 8 35 8 45 8 50 8 56 8 58 9 11 9 17 9 25 9 34 9 38 9 44 9 48 9 53 10 08 10 14 10 20 10 33 10 43 11 05 11 18 11 41 11 58 12 16 12 33 12 58 1 06 1 48 1 58 2 19 2 35 2 58 3 05 3 38 3 57 4 12 4 39 4 55 5 08 5 25 5 42 5 51 5 54 6 11 6 35 6 45 6 52 7 06 7 28 7 37 7 48 8 01 8 25 8 36 8 53 9 13 9 33 9 44 10 09 10 43 10 55 11 45 11 54 12 47 12 54 1 36 2 01 Newark Penn Station Burlington Towne Centre via PATH P 5 00 5 30 5 45 5 56 6 06 6 16 6 36 6 36 6 56 7 01 7 01 7 06 7 21 7 16 7 21 7 29 7 37 7 46 7 46 7 51 7 56 8 09 8 09 8 13 8 21 8 25 8 33 8 37 8 41 8 51 8 56 9 06 9 06 9 21 9 26 9 36 9 46 9 46 9 56 9 56 10 06 10 16 10 26 10 26 10 46 10 56 11 16 11 26 11 56 12 06 12 26 12 46 1 06 1 16 1 56 2 06 2 26 2 46 3 06 3 16 3 46 4 06 4 18 4 46 5 02 5 14 5 31 5 51 6 01 6 01 6 21 6 46 6 56 7 06 7 16 7 36 7 46 7 56 8 16 8 36 8 46 9 06 9 26 9 41 9 56 10 26 10 56 11 11 12 00 12 00 1 00 1 00 2 00 2 30 via PATH P arrive World Trade Center 5 22 5 52 6 07 6 18 6 28 6 38 6 58 6 58 7 18 7 23 7 23 7 28 7 43 7 38 7 43 7 51 7 59 8 08 8 08 8 13 8 18 8 31 8 31 8 35 8 43 8 47 8 55 8 59 9 03 9 13 9 18 9 28 9 28 9 43 9 48 9 58 10 08 10 08 10 18 10 18 10 18 10 38 10 48 10 48 11 08 11 18 11 38 11 48 12 18 12 28 12 48 1 08 1 28 1 38 2 18 2 28 2 48 3 08 3 28 3 38 4 08 4 28 4 40 5 08 5 24 5 36 5 53 6 13 6 23 6 23 6 43 7 08 7 18 7 28 7 38 7 58 8 08 8 18 8 38 8 58 9 08 9 28 9 48 10 03 10 18 10 48 11 18 11 33 12 22 12 22 1 22 1 22 2 22 2 52 arrive World Trade Center Burlington South Park & Ride 415 Secaucus Junction 4 59 5 12 5 43 5 52 6 02 6 37 7 01 7 08 7 17 7 21 7 38 7 45 7 51 7 57 8 07 8 11 8 26 8 31 8 36 8 42 8 52 8 57 9 05 9 18 9 24 9 32 9 41 9 45 9 51 9 55 10 00 10 21 10 27 10 50 11 15 11 25 12 07 12 23 12 40 1 05 1 13 1 56 2 05 2 26 2 42 3 05 3 12 3 45 4 04 4 19 4 46 5 02 5 15 5 32 5 49 6 01 6 18 L 6 46 6 54 6 59 7 13 7 45 8 08 8 32 9 00 9 20 9 41 9 51 10 16 10 50 11 02 11 52 12 01 12 54 1 01 1 44 2 08 Secaucus Junction New York 5 20 5 26 5 57 6 06 6 15 6 25 6 46 6 51 7 05 7 10 7 15 7 23 7 29 7 32 7 36 7 41 7 52 7 58 8 00 8 06 8 12 8 20 8 22 8 25 8 35 8 41 8 46 8 52 8 57 9 06 9 12 9 14 9 19 9 32 9 38 9 47 9 55 9 59 10 06 10 09 10 15 10 26 10 35 10 40 10 52 11 04 11 26 11 39 12 00 12 20 12 37 12 54 1 19 1 27 2 09 2 19 2 40 2 56 3 20 3 26 3 59 4 18 4 33 5 00 5 16 5 29 5 46 6 04 6 09 6 15 6 32 6 59 7 08 7 12 7 28 7 46 7 58 8 08 8 22 8 46 8 54 9 14 9 34 9 54 10 04 10 31 11 05 11 21 12 18 12 23 1 13 1 20 2 03 2 36 New York Beverly/Edgewater Park 205 PEAK HOURS PEAK HOURS PEAK HOURS Delanco 50

Riverside 200

Cinnaminson 250 check the fine print this line has special conditions Riverton 40 holidays special conditions connections Palmyra 25 Major Holidays Weekend service will run on 6 12 Extra Service Trains marked red will run only L 6 12 L Trains may leave ahead of schedule. C 6 12 C Change Trains at Newark Penn Station for travel SEPTA All schedules are subject to change. For complete River LINE NJ TRANSIT riders can connect to River LINE Capital Connection Buses and bus stops marked New Year’s Day, Presidents’ Day, Memorial Day, on specified days. See timetable for actual dates. to/from New York. Every effort will be made to maintain times, see R-7 schedule or check online at www.septa.org. at Trenton Station for trips to Camden and points in between. with the Capital Connection logo travel between Trenton Pennsauken/ 6 17 B 6 12 B Princeton Branch and Princeton Shuttle Independence Day, Labor Day, Thanksgiving and X service provided by shuttle bus. The bus connections, however, they cannot be guaranteed. Princeton Shuttle This shuttle provides direct service See the River LINE timetable for detailed information. Station and downtown Trenton or the State House. Rt. 73 Park & Ride 457 Christmas. will load and unload passengers from the to downtown Princeton from Princeton Junction Station. Newark City Subway NJ TRANSIT riders can connect to See Capital Connection timetables for details. 36th Street 375 6 12 Limited Service Trains marked gray will not run outbound platform side drop-off lane. the Newark City Subway at Newark Penn Station for trips 6 17 on specified days. See timetable for actual dates. in Newark, to Belleville and Bloomfield. See the Newark City X Walter Rand Subway timetable for detailed information. Transportation Center PATCO via PATCO Cooper Street/ Rutgers University

Aquarium number of parking spaces ENTERTAINMENT CENTER

trenton trenton new york/newark monday – friday (except Holidays) Northeast Corridor Line monday – friday monday – friday

6 28 AM 12 13 PM 6 00 AM 12 00 PM last 6 43 AM 12 43 PM 6 15 AM 12 30 PM OFF-PEAK ROUNDTRIP FARES ARE NOT VALID FROM NEW YORK, SECAUCUS, HOBOKEN OR NEWARK train 6 58 AM 1 13 PM 6 30 AM 1 00 PM 7 13 AM 1 43 PM 6 45 AM 1 30 PM trains 3809 3209 3811 3813 3215 3815 3703 3217 3817 3819 3221 3821 3823 3223 3899 3825 3827 3227 3829 3231 3831 3833 3835 3235 3837 3839 3239 3841 3843 3243 3845 3847 3247 3949 3849 8849 3851 3251 3953 3853 3503 8853 3855 3857 3959 3859 3405 3861 3863 3961 3865 3963 3507 3725 3965 3867 3509 3967 3869 3969 3271 3729 3971 3871 3973 3511 3731 3975 3875 3441 3977 3877 3281 3979 3881 3513 3983 3883 3285 3985 3885 3287 3887 3889 3289 3891 3893 3293 3879 3895 3297 3897 3201 3801 3805 5347 trains 7 28 AM 2 13 PM 7 00 AM 2 00 PM Departing from: Departing from: 7 43 AM 2 43 PM 7 15 AM 2 30 PM New York 4 20 4 44 4 54 5 21 5 41 6 01 6 17 6 25 6 31 6 52 7 01 7 12 7 34 7 45 7 53 8 12 8 29 8 41 9 02 9 37 9 41 10 05 10 29 10 37 11 04 11 29 11 37 12 01 12 28 12 37 1 01 1 28 1 37 2 01 2 07 2 26 2 32 2 52 3 01 3 07 3 23 3 25 3 33 3 54 4 01 4 07 4 17 4 28 4 32 4 39 4 54 5 01 5 05 5 12 5 16 5 25 5 28 5 30 5 37 5 43 5 53 5 55 6 03 6 11 6 13 6 24 6 32 6 34 6 49 6 52 7 03 7 13 7 20 7 29 7 44 7 47 8 07 8 11 8 29 8 44 8 52 9 02 9 10 9 35 9 45 10 09 10 34 10 41 10 44 11 09 11 30 11 42 12 37 12 42 1 41 C1 41 New York 7 58 AM 3 13 PM 7 30 AM 3 00 PM Secaucus Junction 4 29 5 03 5 51 6 10 6 26 6 34 6 40 7 01 7 10 7 22 7 43 7 54 8 02 8 21 8 38 8 50 9 11 9 47 9 51 10 15 10 39 10 47 11 14 11 39 11 47 12 10 12 38 12 47 1 10 1 38 1 47 2 17 2 35 2 42 3 02 3 17 3 33 3 35 3 43 4 17 4 27 4 38 4 42 5 14 5 22 5 38 5 47 6 03 6 13 6 21 6 34 6 42 7 02 7 30 7 38 7 57 8 21 8 39 9 02 9 12 9 20 9 55 10 19 10 43 10 50 10 54 11 19 11 40 11 52 12 46 12 51 1 50 C1 50 Secaucus Junction 8 13 AM 3 43 PM 7 45 AM 3 30 PM via PATH P from WTC 4 00 4 30 4 30 5 00 5 30 5 30 6 00 6 12 6 12 6 42 6 42 7 02 7 22 7 31 7 41 7 58 8 16 8 30 8 50 9 22 9 32 9 52 10 12 10 22 10 52 11 12 11 22 11 42 12 12 12 22 12 42 1 12 1 22 1 42 1 52 2 12 2 22 2 42 2 42 2 52 3 12 3 12 3 22 3 42 3 42 3 52 4 02 4 17 4 22 4 27 4 39 4 47 4 51 5 01 5 06 5 11 5 15 5 15 5 27 5 31 5 43 5 43 5 52 6 02 5 57 6 12 6 22 6 22 6 37 6 42 6 47 6 52 7 02 7 12 7 32 7 32 7 52 8 02 8 12 8 32 8 42 8 52 8 52 9 22 9 32 9 52 10 22 10 22 10 22 10 52 11 07 11 22 11 57 12 30 1 30 1 30 via PATH P from WTC 8 28 AM 4 13 PM 8 00 AM 4 00 PM arrive Newark 4 22 4 52 4 52 5 22 5 52 5 52 6 22 6 34 6 34 7 04 7 04 7 24 7 44 7 53 8 03 8 20 8 38 8 52 9 12 9 44 9 54 10 14 10 34 10 44 11 14 11 34 11 44 12 04 12 34 12 44 1 04 1 34 1 44 2 04 2 14 2 34 2 44 3 04 3 04 3 14 3 34 3 34 3 44 4 04 4 04 4 14 4 24 4 39 4 44 4 49 5 01 5 09 5 13 5 23 5 28 5 33 5 37 5 37 5 49 5 53 6 05 6 05 6 14 6 24 6 19 6 34 6 44 6 44 6 59 7 04 7 09 7 14 7 24 7 34 7 54 7 54 8 14 8 24 8 34 8 54 9 04 9 14 9 14 9 44 9 54 10 14 10 44 10 44 10 44 11 14 11 29 11 44 12 19 12 52 1 52 1 52 arrive Newark 8 48 AM 4 43 PM 8 15 AM 4 15 PM Newark Penn Station 4 40 5 01 5 13 5 37 6 01 6 18 6 34 6 42 6 49 7 11 7 18 7 31 7 53 8 04 8 11 8 30 8 48 8 59 9 21 9 57 10 02 10 25 10 49 10 56 11 24 11 49 11 57 12 20 12 47 12 57 1 20 1 49 1 57 2 17 2 27 2 46 2 52 3 11 3 17 3 26 3 42 3 44 3 53 4 11 4 18 4 28 4 37 4 49 4 52 4 56 5 10 5 16 5 24 5 33 5 34 5 42 5 49 5 47 5 58 6 00 6 14 6 12 6 22 6 32 6 29 6 45 6 53 6 51 7 06 7 13 7 20 7 30 7 40 7 48 8 01 8 07 8 24 8 31 8 49 9 01 9 12 9 21 9 29 9 52 10 05 10 29 10 53 11 00 11 03 11 28 11 49 12 01 12 54 12 59 1 59 2 10 Newark Penn Station 8 58 AM 5 13 PM 8 30 AM 4 30 PM Newark Int’l Airport A 4 45 5 06 5 18 5 42 6 06 6 23 6 39 6 47 6 54 7 16 7 23 7 36 7 58 8 09 8 16 8 35 8 53 9 04 9 26 10 02 10 07 10 30 10 54 11 01 11 29 11 54 12 02 12 25 12 53 1 02 1 25 1 54 2 02 2 32 2 51 2 57 3 16 3 31 3 47 3 50 3 58 4 16 4 42 4 54 5 30 5 54 6 03 6 20 6 38 6 50 6 58 7 18 7 25 7 35 7 46 8 12 8 36 8 54 9 17 9 26 9 34 9 57 10 10 10 34 10 58 11 05 11 08 11 33 11 54 12 06 12 59 1 04 2 04 2 15 A Newark Int’l Airport 9 13 AM 5 28 PM 9 00 AM 4 45 PM North Elizabeth 4 48 5 09 5 21 5 45 6 09 6 26 6 42 6 57 7 26 7 39 8 12 8 56 11 04 12 56 3 19 3 50 4 19 4 45 4 57 5 33 5 58 6 24 6 54 7 21 7 49 8 15 8 57 9 29 10 13 10 37 11 11 11 36 12 09 North Elizabeth 9 28 AM 5 43 PM 9 30 AM 5 00 PM Elizabeth 4 51 5 12 5 23 5 48 6 12 6 29 6 45 6 52 7 00 7 29 7 42 8 15 8 39 8 58 9 08 9 30 10 07 10 12 10 34 10 59 11 07 11 33 11 59 12 07 12 29 12 59 1 07 1 29 1 59 2 07 2 36 3 02 3 21 3 36 3 52 4 22 4 48 5 00 5 36 6 01 6 27 6 57 7 24 7 52 8 18 9 00 9 32 10 16 10 39 11 09 11 13 11 38 11 58 12 12 1 04 1 09 2 09 2 19 Elizabeth 9 43 AM 5 58 PM 10 00 AM 5 15 PM Linden 4 57 5 17 5 28 5 54 6 17 6 34 6 50 6 57 7 05 7 34 7 47 8 20 8 44 9 03 9 13 9 35 10 12 10 17 10 39 11 04 11 12 11 38 12 04 12 12 12 34 1 04 1 12 1 34 2 04 2 12 2 41 3 07 3 26 3 41 3 57 4 28 4 53 5 05 5 41 6 06 6 33 7 02 7 30 7 57 8 23 9 05 9 37 10 21 10 44 11 14 11 18 11 43 12 03 12 17 1 09 1 15 2 14 2 24 Linden 10 13 AM 6 13 PM 10 30 AM 5 30 PM 10 43 AM 6 28 PM 11 00 AM 5 54 PM Rahway 5 00 5 20 5 32 5 57 6 20 6 37 6 53 7 00 7 08 7 38 7 50 8 23 8 26 8 48 9 07 9 17 9 39 10 16 10 21 10 43 11 08 11 16 11 42 12 08 12 16 12 38 1 08 1 16 1 38 2 08 2 16 2 45 3 10 3 30 3 44 4 01 4 07 4 32 4 57 5 09 5 45 6 10 L 6 13 6 37 L 6 48 7 06 L 7 08 7 34 7 45 8 00 8 14 8 27 8 45 9 09 9 26 9 40 9 43 10 07 10 25 10 48 11 18 11 22 11 47 12 07 12 21 1 13 1 18 2 18 2 28 Rahway 11 13 AM 6 43 PM 11 30 AM 6 00 PM Metropark 5 06 5 37 6 03 6 43 6 59 7 13 7 32 7 55 8 11 8 32 8 53 9 12 9 44 10 27 10 48 11 13 11 47 12 13 12 43 1 13 1 43 2 13 2 50 L 3 05 3 16 3 50 L 4 04 4 13 L 4 38 4 44 5 15 L 5 07 L 5 28 L 5 51 L 5 59 L 6 19 L 6 29 L 6 56 L 7 15 L 7 23 7 50 8 19 8 51 9 31 9 49 10 12 10 53 11 11 11 27 11 52 12 26 1 23 2 23 Metropark 11 43 AM 6 58 PM 6 15 PM Metuchen 5 10 5 41 6 08 6 47 7 03 7 17 8 00 8 36 8 57 9 16 9 48 10 31 10 52 11 17 11 51 12 17 12 47 1 17 1 47 2 17 2 54 L 3 09 3 20 3 54 L 4 08 4 17 L 4 42 4 49 5 19 L 5 12 L 5 33 L 5 56 L 6 04 L 6 24 L 6 34 L 7 01 L 7 20 L 7 28 7 55 8 23 8 54 9 35 9 53 10 17 10 57 11 15 11 31 11 56 12 30 1 27 2 27 Metuchen 7 13 PM 6 30 PM 5 15 5 46 6 12 6 51 7 07 7 22 8 04 8 40 9 01 9 21 9 52 10 35 10 56 11 22 11 56 12 22 12 52 1 22 1 52 2 22 2 58 3 14 3 24 3 58 4 13 4 22 4 47 4 54 5 24 5 16 5 38 6 01 6 09 6 29 6 39 7 06 7 25 7 33 8 00 8 27 8 59 9 40 9 57 10 21 11 02 11 19 11 36 12 01 12 34 1 31 2 31 Edison L L L L L L L L L L L L Edison 7 28 PM 6 45 PM New Brunswick 5 19 5 49 6 16 6 55 L 7 11 7 26 7 42 8 09 8 21 8 45 9 05 9 25 9 56 10 39 11 00 11 26 12 00 12 26 12 56 1 26 1 56 2 26 3 02 L 3 18 3 28 4 02 L 4 17 4 26 L 4 51 4 58 5 28 L 5 20 L 5 43 L 6 06 L 6 14 L 6 34 L 6 44 L 7 10 L 6 54 L 7 30 L 7 16 L 7 38 L 7 47 8 04 L 8 12 8 31 L 8 48 9 02 L 9 24 9 43 10 01 10 25 11 05 11 23 11 40 12 04 12 38 1 35 2 35 New Brunswick 7 43 PM 7 00 PM Jersey Avenue 6 21 7 16 8 12 9 28 10 43 11 29 12 29 12 59 1 29 1 59 2 29 3 05 L 3 21 3 31 4 06 L 4 20 4 29 L 4 54 L 5 02 L 5 24 L 5 47 6 11 L 6 38 6 50 L 6 58 7 37 L 7 20 L 7 42 L 7 51 8 07 L 8 16 8 34 L 8 52 L 9 28 10 04 10 28 11 08 11 26 11 44 12 07 12 41 1 38 2 38 Jersey Avenue 7 58 PM 7 15 PM Princeton Junction 5 35 6 03 L 6 33 L 7 09 L 7 43 7 55 8 24 L 8 35 8 59 9 19 9 40 10 10 10 55 11 14 11 42 12 14 12 42 1 11 1 42 2 11 2 42 L 2 52 3 16 L 3 33 3 43 L 3 52 4 18 L 4 32 4 41 L 5 06 L 4 53 L 5 15 5 43 L 5 37 L 5 30 L 5 59 L 5 52 L 6 08 L 6 28 L 6 21 L 6 51 L 6 36 L 6 59 L 7 25 L 7 12 L 7 34 L 7 55 L 8 04 L 8 19 L 8 29 8 47 L 9 05 9 16 L 9 41 9 57 10 16 10 40 11 20 11 38 11 56 12 20 12 53 1 50 2 50 Princeton Junction 8 13 PM 7 30 PM via Princeton Shuttle 5 40 6 25 L 6 52 7 18 8 04 8 04 8 37 L 9 04 L 9 04 L 9 45 L 9 45 L 10 17 L 11 18 L 11 18 L 11 51 12 20 L 12 48 L 1 18 L 1 50 L 2 21 L 2 57 L 2 57 L 3 21 3 55 3 55 3 55 L 4 22 L 4 43 L 5 03 L 5 35 L 5 03 L 5 35 L 5 55 L 5 55 L 5 35 L 6 15 L 5 55 L 6 15 L 6 41 L 6 41 L 7 17 L 6 41 L 7 17 L 7 39 L 7 17 L 7 39 L 8 10 L 8 10 L 8 34 L 8 34 L 8 54 B9 20 B9 20 L 10 02 L 10 02 L 10 22 L 10 47 L 11 25 L 11 45 L 12 25 L 12 25 L 12 58 via Princeton Shuttle 8 43 PM 7 45 PM arrive Princeton 5 45 6 30 6 57 7 23 8 09 8 09 8 42 9 09 9 09 9 50 9 50 10 22 11 23 11 23 11 56 12 25 12 53 1 23 1 55 2 26 3 02 3 02 3 26 4 00 4 00 4 00 4 27 4 48 5 08 5 40 5 08 5 40 6 00 6 00 5 40 6 20 6 00 6 20 6 46 6 46 7 22 6 46 7 22 7 44 7 22 7 44 8 15 8 15 8 39 8 39 8 59 B9 30 B9 30 10 07 10 07 10 27 10 52 11 30 11 50 12 30 12 30 1 03 arrive Princeton 9 13 PM 8 00 PM Hamilton 5 42 6 09 L 6 40 L 7 16 L 7 49 8 02 8 31 L 8 41 9 05 9 25 9 46 10 16 11 01 11 20 11 48 12 20 12 48 1 18 1 48 2 18 2 48 L 2 59 3 23 L 3 40 3 49 L 3 59 4 24 L 4 39 4 48 L 5 13 L 5 01 L 5 21 5 50 L 5 44 L 5 37 L 6 05 L 6 00 L 6 15 L 6 34 L 6 28 L 6 58 L 6 43 L 7 07 L 7 32 L 7 19 L 7 41 L 8 02 L 8 11 L 8 25 L 8 36 8 54 L 9 12 9 22 L 9 48 10 03 10 23 10 46 11 27 11 44 12 03 12 26 12 59 1 56 2 56 Hamilton 9 43 PM 8 30 PM Trenton 5 54 6 20 6 52 7 27 7 55 8 11 8 41 8 54 9 15 9 34 9 56 10 27 11 12 11 33 11 59 12 31 12 59 1 28 1 59 2 28 2 59 3 11 3 33 3 51 3 59 4 08 4 30 4 50 4 56 5 24 5 11 5 30 5 59 5 53 5 45 6 15 6 07 6 24 6 43 6 36 7 07 6 51 7 17 7 42 7 28 7 48 8 10 8 17 8 33 8 50 9 04 9 23 9 34 10 02 10 15 10 34 10 57 11 43 12 01 12 14 12 40 1 17 2 21 3 21 Trenton 10 13 PM 9 05 PM via SEPTA to Philadelphia via SEPTA to Philadelphia Trenton 6 15 6 37 7 04 7 34 8 01 8 19 8 50 9 40 9 40 10 39 11 40 12 39 1 38 2 38 3 18 3 18 3 45 4 14 4 14 4 38 5 06 5 54 5 54 6 32 5 54 6 32 6 32 7 00 7 41 7 00 8 11 7 41 8 11 8 40 8 40 9 40 9 40 9 40 10 39 10 39 12 10 12 10 Trenton sat/sun/holidays sat/sun/holidays 30th Street Station 7 08 7 27 7 57 8 27 8 50 9 12 9 40 10 27 10 27 11 27 12 27 1 27 2 27 3 26 4 07 4 07 4 36 5 09 5 09 5 27 5 57 6 42 6 42 7 19 6 42 7 19 7 19 7 47 8 26 7 47 8 56 8 26 8 56 9 26 9 26 10 26 10 26 10 26 11 26 11 26 12 54 12 54 30th Street Station Suburban Station 7 12 7 32 8 02 8 32 8 55 9 17 9 45 10 32 10 32 11 32 12 32 1 32 2 32 3 31 4 12 4 12 4 41 5 14 5 14 5 32 6 02 6 47 6 47 7 24 6 47 7 24 7 24 7 52 8 31 7 52 9 01 8 31 9 01 9 31 9 31 10 31 10 31 10 31 11 31 11 31 12 59 12 59 Suburban Station 6 58 AM 12 28 PM 6 15 AM 12 15 PM Market East 7 17 7 37 8 07 8 37 9 00 9 22 9 50 10 37 10 37 11 37 12 37 1 37 2 37 3 36 4 17 4 17 4 46 5 19 5 19 5 37 6 07 7 29 7 29 7 29 8 35 9 06 8 35 9 06 9 35 9 35 10 35 10 35 10 35 11 36 11 36 1 03 1 03 Market East X X 7 28 AM 12 58 PM 6 45 AM 12 45 PM PEAK HOURS PEAK HOURS PEAK HOURS 7 58 AM 1 28 PM 7 15 AM 1 15 PM Only May 26, June 30, Only May 26, June 30, 8 28 AM 1 58 PM 7 45 AM 1 45 PM July 3 and Sept 1 July 3 and Sept 1 9 28 AM 2 28 PM 8 15 AM 2 15 PM 9 58 AM 2 58 PM 8 45 AM 2 45 PM 10 28 AM 3 28 PM 9 15 AM 3 15 PM check the fine print this line has special conditions 10 58 AM 3 58 PM 9 45 AM 3 45 PM 11 28 AM 4 28 PM 10 15 AM 4 15 PM 11 58 AM 4 58 PM 10 45 AM 4 45 PM holidays special conditions connections 5 28 PM 11 15 AM 5 15 PM Major Holidays Weekend service will run on 6 12 Extra Service Trains marked red will run only L 6 12 L Trains may leave ahead of schedule. C 6 12 C Change Trains at Newark Penn Station for travel SEPTA All schedules are subject to change. For complete River LINE NJ TRANSIT riders can connect to River LINE Capital Connection Buses and bus stops marked 5 58 PM 11 45 AM 5 45 PM New Year’s Day, Presidents’ Day, Memorial Day, on specified days. See timetable for actual dates. to/from New York. Every effort will be made to maintain times, see R-7 schedule or check online at www.septa.org. at Trenton Station for trips to Camden and points in between. with the Capital Connection logo travel between Trenton 6 28 PM 6 15 PM 6 17 B 6 12 B Princeton Branch and Princeton Shuttle Independence Day, Labor Day, Thanksgiving and X service provided by shuttle bus. The bus connections, however, they cannot be guaranteed. Princeton Shuttle This shuttle provides direct service See the River LINE timetable for detailed information. Station and downtown Trenton or the State House. 6 58 PM 6 45 PM Christmas. will load and unload passengers from the to downtown Princeton from Princeton Junction Station. Newark City Subway NJ TRANSIT riders can connect to See Capital Connection timetables for details. 7 28 PM 7 15 PM 6 12 Limited Service Trains marked gray will not run outbound platform side drop-off lane. the Newark City Subway at Newark Penn Station for trips 7 58 PM 7 45 PM 6 17 on specified days. See timetable for actual dates. in Newark, to Belleville and Bloomfield. See the Newark City 8 28 PM 8 15 PM X Subway timetable for detailed information. 8 58 PM 8 45 PM 9 28 PM 9 00 PM 10 13 PM 12 00 AM 9 30 PM y 12 13 AM 10 43 PM y 10 00 PM nl nl t t

a 12 43 AM 11 13 PM a 10 30 PM o o s s t t a 1 13 AM 11 43 PM a 11 00 PM s s 11 30 PM newark/new york saturday/sunday/holidays Northeast new york/newark saturday/sunday/holidays Northeast with late night service Corridor Line with late night service Corridor Line

last last train train

trains 7804720478087208781078127212781478167216 7818 7820 7220 7822 7824 7224 7826 7828 7228 7830 7832 7232 7834 7836 7236783878407240784472447846784872487850785272527854 2384 785672567858 7860 726078647264 7868 7268 7872 7272 7876 7276 7802 7200 7800 trains 781372177817722178217225 7825 7229 7829 7233 7833 7237 7837 2383 7241 7841 7245 7845 7847 72497849 7851 725378537855 72577857785972617861 7863726578657867 7269786978717273 7873 7875 7277 7877 7879 7281 7881 7883 7285 7885 7287 7887 7201 7801 72057805 Departing from: Departing from: via SEPTA from Philadelphia New York 5 14 6 07 6 13 7 07 7 14 8 07 8 14 9 07 9 14 10 07 10 14 11 07 11 14 C 11 14 12 07 12 13 1 07 1 14 1 55 2 07 2 14 2 55 3 08 3 14 3 54 4 07 4 14 5 01 5 07 5 14 5 56 6 07 6 14 7 01 7 07 7 13 8 03 8 07 8 14 9 01 9 07 9 14 10 03 10 07 10 14 10 57 11 07 11 14 11 51 11 56 12 37 12 42 1 37 1 41 Market East 6 00 7 00 8 00 9 00 10 00 11 00 12 00 1 00 2 00 3 00 4 00 5 00 6 00 7 00 8 00 9 00 10 00 11 00 Secaucus Junction 6 16 6 22 7 16 7 23 8 16 8 23 9 16 9 23 10 16 10 23 11 16 11 23 C 11 23 12 16 12 22 1 16 1 23 2 16 2 23 3 17 3 23 4 03 4 16 4 23 5 16 5 23 6 16 6 23 7 16 7 22 8 16 8 23 9 16 9 23 10 16 10 23 11 16 11 23 12 00 12 05 12 46 12 51 1 46 1 50 Suburban Station 6 05 7 05 8 05 9 05 10 05 11 05 12 05 1 05 2 05 3 05 4 05 5 05 6 05 7 05 8 05 9 05 10 05 11 05 via PATH P from World Trade Center 5 00 5 30 6 00 6 30 7 00 7 57 7 57 8 57 8 57 9 57 9 57 10 57 10 57 11 12 11 57 11 57 12 57 12 57 1 42 1 57 1 57 2 42 2 57 2 57 3 42 3 57 3 57 4 42 4 57 4 57 5 42 5 57 5 57 6 42 6 57 6 57 QQQQQQQQQQQQQ 11 42 12 00 12 30 1 00 1 30 30th Street Station 6 09 7 09 8 09 9 09 10 09 11 09 12 09 1 09 2 09 3 09 4 09 5 09 6 09 7 09 8 09 9 09 10 09 11 09 arrive Newark 5 22 5 52 6 22 6 52 7 22 8 19 8 19 9 19 9 19 10 19 10 19 11 19 11 19 11 34 12 19 12 19 1 19 1 19 2 04 2 19 2 19 3 04 3 19 3 19 4 04 4 19 4 19 5 04 5 19 5 19 6 04 6 19 6 19 7 04 7 19 7 19 QQQQQQQQQQQQQ 12 04 12 22 12 52 1 22 1 52 arrive Trenton 6 55 7 54 8 55 9 54 10 55 11 54 12 55 1 54 2 55 3 54 4 55 5 54 6 55 7 54 8 55 9 54 10 55 11 55 Newark Penn StATION 5 32 6 25 6 32 7 25 7 32 8 25 8 32 9 25 9 32 10 25 10 32 11 25 11 32 11 42 12 25 12 32 1 25 1 32 2 11 2 25 2 32 3 12 3 25 3 32 4 13 4 25 4 32 5 18 5 25 5 32 6 12 6 25 6 32 7 17 7 25 7 32 8 19 8 25 8 32 9 17 9 25 9 32 10 20 10 25 10 32 11 12 11 25 11 32 12 09 12 17 12 54 12 59 1 54 1 59 Trenton 5 11 6 11 6 36 7 11 7 36 8 11 8 36 9 11 9 36 10 11 10 36 11 11 11 36 12 11 12 36 1 11 1 36 2 11 3 11 3 42 4 11 4 36 5 11 5 36 6 11 6 36 7 11 8 11 9 11 10 11 11 11 12 10 1 02 Newark Int’l Airport A 5 37 6 30 6 37 7 30 7 37 8 30 8 37 9 30 9 37 10 30 10 37 11 30 11 37 12 30 12 37 1 30 1 37 2 16 2 30 2 37 3 17 3 30 3 37 4 18 4 30 4 37 5 23 5 30 5 37 6 17 6 30 6 37 7 22 7 30 7 37 8 24 8 30 8 37 9 22 9 30 9 37 10 25 10 30 10 37 11 17 11 30 11 37 12 14 12 22 12 59 1 04 1 59 2 04 Hamilton 5 17 6 17 6 42 7 17 7 42 8 17 8 42 9 17 9 42 10 17 10 42 11 17 11 42 12 17 12 42 1 17 1 42 2 17 3 17 3 48 4 17 4 42 5 17 5 42 6 17 6 42 7 17 8 17 9 17 10 17 11 17 1 08 North Elizabeth 4 40 5 40 via Princeton Shuttle 6 11 6 38 7 13 7 38 8 13 8 38 9 13 9 38 10 13 11 13 11 38 12 13 12 38 1 13 1 38 2 13 3 13 3 38 4 13 4 37 5 13 5 37 6 13 6 38 7 13 8 15 9 15 10 15 11 15 12 09 12 43 Elizabeth 5 41 6 34 6 41 7 34 7 41 8 34 8 41 9 34 9 41 10 34 10 41 11 34 11 41 11 49 12 34 12 41 1 34 1 41 2 34 2 41 3 34 3 41 4 34 4 42 5 34 5 42 6 34 6 41 7 34 7 41 8 34 8 41 9 34 9 41 10 34 10 41 11 34 11 41 12 18 12 27 1 04 1 09 2 04 2 09 arrive Princeton Junction 6 16 6 43 7 18 7 43 8 18 8 43 9 18 9 43 10 18 11 18 11 43 12 18 12 43 1 18 1 43 2 18 3 18 3 43 4 18 4 42 5 18 5 42 6 18 6 43 7 18 8 20 9 20 10 20 11 20 12 14 12 48 Linden 5 47 6 39 6 47 7 39 7 47 8 39 8 47 9 39 9 47 10 39 10 47 11 39 11 47 12 39 12 47 1 39 1 47 2 39 2 47 3 39 3 47 4 39 4 48 5 39 5 48 6 39 6 47 7 39 7 47 8 39 8 47 9 39 9 47 10 39 10 47 11 39 11 47 12 23 12 32 1 09 1 14 2 09 2 14 Princeton Junction 5 23 6 23 6 48 7 23 7 48 8 23 8 48 9 23 9 48 10 23 10 48 11 23 11 48 12 23 12 48 1 23 1 48 2 23 3 23 3 54 4 23 4 48 5 23 5 48 6 23 6 48 7 23 8 23 9 23 10 23 11 23 12 20 1 14 Rahway 5 50 6 43 6 50 7 43 7 50 8 43 8 50 9 43 9 50 10 43 10 50 11 43 11 50 11 56 12 43 12 50 1 43 1 50 2 43 2 50 3 43 3 50 4 43 4 51 5 43 5 51 6 43 6 50 7 43 7 50 8 43 8 50 9 43 9 50 10 43 10 50 11 43 11 50 12 27 12 36 1 13 1 18 2 13 2 18 Jersey Avenue Metropark 5 55 6 55 7 55 8 55 9 55 10 55 11 55 12 55 1 55 2 29 2 55 3 31 3 55 4 31 4 56 5 41 5 56 6 31 6 55 7 35 7 55 8 37 8 55 9 34 9 55 10 38 10 55 11 30 11 55 12 41 1 23 2 23 New Brunswick 5 36 6 36 7 02 7 36 8 02 8 36 9 02 9 36 10 02 10 36 11 02 11 36 12 02 12 36 1 02 1 36 2 02 2 36 3 36 4 07 4 36 5 02 5 36 6 02 6 36 7 02 7 36 8 36 9 36 10 36 11 36 12 34 1 28 Metuchen 5 59 6 59 7 59 8 59 9 59 10 59 11 59 12 59 1 59 2 33 2 59 3 35 3 59 4 35 5 00 5 45 6 00 6 35 6 59 7 39 7 59 8 41 8 59 9 38 9 59 10 42 10 59 11 34 11 59 12 45 1 27 2 27 Edison 5 40 6 40 7 06 7 40 8 06 8 40 9 06 9 40 10 06 10 40 11 06 11 40 12 06 12 40 1 06 1 40 2 06 2 40 3 40 4 11 4 40 5 06 5 40 6 06 6 40 7 06 7 40 8 40 9 40 10 40 11 40 1 31 Edison 6 03 7 03 8 03 9 03 10 03 11 03 12 03 1 03 2 03 2 38 3 03 3 40 4 03 4 40 5 04 5 50 6 04 6 40 7 03 7 44 8 03 8 46 9 03 9 43 10 03 10 47 11 03 11 39 12 03 12 49 1 31 2 31 Metuchen 5 44 6 44 7 10 7 44 8 10 8 44 9 10 9 44 10 10 10 44 11 10 11 44 12 10 12 44 1 10 1 44 2 10 2 44 3 44 4 15 4 44 5 10 5 44 6 10 6 44 7 10 7 44 8 44 9 44 10 44 11 44 1 36 New Brunswick 6 07 7 07 8 07 9 07 10 07 11 07 12 07 1 07 2 07 2 42 3 07 3 44 4 07 4 44 5 08 5 54 6 08 6 44 7 07 7 48 8 07 8 50 9 07 9 47 10 07 10 51 11 07 11 43 12 07 12 52 1 35 2 35 Metropark 5 48 6 48 7 14 7 48 8 14 8 48 9 14 9 48 10 14 10 48 11 14 11 48 12 14 12 48 1 14 1 48 2 14 2 48 3 48 4 19 4 48 5 14 5 48 6 14 6 48 7 14 7 48 8 48 9 48 10 48 11 48 12 43 1 41 Jersey Avenue 1 38 2 38 Rahway 5 53 6 02 6 53 7 01 7 53 8 01 8 53 9 01 9 53 10 01 10 53 11 01 11 53 12 01 12 53 1 01 1 53 2 01 2 53 3 01 3 53 4 01 4 53 5 01 5 53 6 01 6 38 6 53 7 01 7 53 8 01 8 53 9 01 9 53 10 01 10 53 11 01 11 53 12 27 Princeton Junction 6 20 7 20 8 20 9 20 10 20 11 20 12 20 1 20 2 20 2 55 3 20 3 57 4 20 4 57 5 21 6 07 6 21 6 57 7 20 8 02 8 20 9 03 9 20 10 00 10 20 11 04 11 20 11 57 12 20 1 06 1 50 2 50 Linden 5 57 6 06 6 57 7 05 7 57 8 05 8 57 9 05 9 57 10 05 10 57 11 05 11 57 12 05 12 57 1 05 1 57 2 05 2 57 3 05 3 57 4 05 4 57 5 05 5 57 6 05 6 57 7 05 7 57 8 05 8 57 9 05 9 57 10 05 10 57 11 05 11 57 12 31 via Princeton Shuttle 6 23 7 27 8 27 9 27 10 27 11 27 12 27 1 27 2 27 L 3 00 3 27 L 4 02 4 27 L 5 02 5 27 6 27 6 27 L 7 02 7 27 L 8 05 8 27 9 27 9 27 L 10 05 10 27 11 27 11 27 L 11 59 L 12 25 Elizabeth 6 03 6 12 7 03 7 11 8 03 8 11 9 03 9 11 10 03 10 11 11 03 11 11 12 03 12 11 1 03 1 11 2 03 2 11 3 03 3 11 4 03 4 11 5 03 5 11 6 03 6 11 6 46 7 03 7 11 8 03 8 11 9 03 9 11 10 03 10 11 11 03 11 11 12 03 12 37 1 27 1 51 arrive Princeton 6 28 7 32 8 32 9 32 10 32 11 32 12 32 1 32 2 32 3 05 3 32 4 07 4 32 5 07 5 32 6 32 6 32 7 07 7 32 8 10 8 32 9 32 9 32 10 10 10 32 11 32 11 32 12 04 12 30 North Elizabeth 8 14 9 14 Hamilton 6 27 7 27 8 27 9 27 10 27 11 27 12 27 1 27 2 27 3 02 3 27 4 04 4 27 5 04 5 28 6 14 6 28 7 04 7 27 8 08 8 27 9 10 9 27 10 07 10 27 11 11 11 27 12 03 12 27 1 12 1 56 2 56 Newark Int’l Airport A 6 07 6 16 7 07 7 15 7 27 8 07 8 16 8 27 9 07 9 16 9 27 10 07 10 15 10 27 11 07 11 15 11 27 12 07 12 15 12 27 1 07 1 15 1 27 2 07 2 15 2 27 3 07 3 15 4 07 4 15 4 31 5 07 5 15 5 27 6 07 6 15 6 27 7 07 7 15 7 27 8 07 8 15 9 07 9 15 10 07 10 15 11 07 11 15 12 07 12 41 12 55 1 31 1 55 Trenton 6 38 7 38 8 38 9 38 10 38 11 38 12 38 1 38 2 38 3 12 3 38 4 14 4 38 5 14 5 39 6 24 6 38 7 14 7 38 8 19 8 38 9 20 9 38 10 17 10 38 11 21 11 38 12 14 12 38 1 24 2 21 3 21 Newark Penn StATION 6 12 6 23 7 12 7 21 7 33 8 12 8 22 8 33 9 12 9 22 9 33 10 12 10 21 10 33 11 12 11 21 11 33 12 12 12 21 12 33 1 12 1 21 1 33 2 12 2 21 2 33 3 12 3 21 4 12 4 21 4 36 5 12 5 21 5 32 6 12 6 21 6 32 6 56 7 12 7 21 7 34 8 12 8 21 9 12 9 21 10 12 10 21 11 12 11 21 12 12 12 47 1 01 1 36 2 01 via SEPTA to Philadelphia via PATH P 6 30 6 30 7 30 7 30 7 45 8 30 8 30 8 45 9 30 9 30 9 45 10 30 10 30 10 45 11 30 11 30 11 45 12 30 12 30 12 45 1 30 1 30 1 45 2 30 2 30 2 45 3 30 3 30 4 30 4 30 4 45 5 30 5 30 5 45 6 30 6 30 6 45 7 15 QQQQQQQQQQQ 12 30 1 00 1 30 2 00 2 30 Trenton 6 46 7 47 8 46 9 47 10 46 11 47 12 46 1 47 2 46 3 47 4 46 5 47 6 46 7 47 8 46 9 47 10 46 11 47 12 47 arrive World Trade Center 6 52 6 52 7 52 7 52 8 07 8 52 8 52 9 07 9 52 9 52 10 07 10 52 10 52 11 07 11 52 11 52 12 07 12 52 12 52 1 07 1 52 1 52 2 07 2 52 2 52 3 07 3 52 3 52 4 52 4 52 5 07 5 52 5 52 6 07 6 52 6 52 7 07 7 37 QQQQQQQQQQQ 12 52 1 22 1 52 2 22 2 52 30th Street Station 7 33 8 33 9 33 10 33 11 33 12 33 1 33 2 33 3 33 4 33 5 33 6 33 7 33 8 33 9 33 10 33 11 33 12 33 1 33 Secaucus Junction 6 24 6 33 7 24 7 29 8 24 8 30 9 24 9 30 10 24 10 29 11 24 11 29 12 24 12 29 1 24 1 29 2 24 2 29 3 24 3 29 4 24 4 29 5 24 5 29 6 24 6 29 C 7 24 7 24 7 30 7 42 L 8 30 8 36 9 24 9 29 10 24 10 29 11 24 11 29 12 24 12 55 1 09 1 44 2 08 Suburban Station 7 38 8 38 9 38 10 38 11 38 12 38 1 38 2 38 3 38 4 38 5 38 6 38 7 38 8 38 9 38 10 38 11 38 12 38 1 38 New York 6 38 6 44 7 38 7 41 7 51 8 38 8 42 8 51 9 38 9 45 9 51 10 37 10 41 10 51 11 37 11 41 11 51 12 37 12 41 12 51 1 38 1 41 1 51 2 38 2 41 2 51 3 38 3 41 4 38 4 41 4 57 5 38 5 41 5 51 6 38 6 41 6 51 C 7 38 7 38 7 45 7 55 8 41 8 48 9 38 9 41 10 38 10 42 11 38 11 41 12 35 1 13 1 19 2 03 2 36 Market East 7 43 8 43 9 43 10 43 11 43 12 43 1 43 2 43 3 43 4 43 5 43 6 43 7 43 8 43 9 43 10 43 11 43 12 43 1 43 XX Only Sundays Only Saturdays

check the fine print this line has special conditions secaucus junction take a train to the plane Newark Liberty International Airport Station

holidays connections Secaucus Junction connects 10 of NJ TRANSIT’s 11 It’s easy and fast. Direct rail service to Newark Liberty tickets and fares Reduced fares for senior citizens and passengers with Your return trip is easy. NJ TRANSIT train monitors are commuter rail lines. On the upper level you’ll find International Airport Station is available on the Northeast disabilities and promotional fares, including children’s fares located at AirTrain entrances in each airport terminal, Major Holidays Weekend service will run on 6 12 Extra Service Trains marked red will run only C 6 12 C Change Trains at Newark Penn Station for travel River LINE NJ TRANSIT riders can connect to River LINE NJ TRANSIT fares to Newark Liberty International Airport the Northeast Corridor, North Jersey Coast Line and Corridor and North Jersey Coast Line. At the airport sta- apply only to the NJ TRANSIT portion of transportation so you can check departure times. If you haven’t already New Year’s Day, Presidents’ Day, Memorial Day, 6 17 on specified days. See timetable for actual dates. to/from New York. Every effort will be made to main- at Trenton Station for trips to Camden and points in between. Station are based on how far you travel. One-way tickets, Independence Day, Labor Day, Thanksgiving and X tain connections, however, they cannot be guaranteed. See the River LINE timetable for detailed information. MidTOWN DIRECT service (on the Morris & Essex tion, you’ll need to transfer to AirTrain for 10-trip tickets and monthly passes are available. It is impor- (the AirTrain access fee is not discounted). purchased your return trip train ticket, TVMs are located Christmas. and Montclair-Boonton lines) to and from New York. service to the airport terminals. tant to retain your tickets as they are magnetically encoded at Newark Liberty International Airport Station and at Q Q Please note that PATH schedules vary on Saturday Newark City Subway NJ TRANSIT riders can connect to On the lower level are the Main, Bergen County, make your travel easier AirTrain entrances in Terminals A, B and C. You can’t use and Sunday. For complete times, check online at the Newark City Subway at Newark Penn Station for trips to allow you to go through the AirTrain fare gates at the Port Jervis and Pascack Valley lines. You can transfer If you plan to return via AirTrain and NJ TRANSIT, purchase airport carts to transport luggage to NJ TRANSIT train www.pathrail.com. in Newark, to Belleville and Bloomfield. See the Newark City station. Without a magnetic encoded ticket, the access fee between the upper and lower levels using magnetically for AirTrain is $5.50. These access tickets are available from two one-way tickets when you begin your trip. platforms. SEPTA All schedules are subject to change. For complete Subway timetable for detailed information. encoded tickets to pass through fare gates. You can special conditions TVMs at the airport station. AirTrain provides service to Terminals A, B and C every three Traveling light is traveling smart. Space is limited times, see R-7 schedule or check online at www.septa.org. Capital Connection Buses and bus stops marked with transfer directly between train lines on the same level. L Trains may leave ahead of schedule. minutes during peak periods and every 15 to 20 minutes on-board trains during weekday peak periods and on L 6 12 the Capital Connection logo travel between Trenton Station Tickets to Newark Liberty International Airport Station are Princeton Shuttle This shuttle provides direct service during off-peak hours. Maps at the station and on AirTrain days surrounding holidays. Be aware that train crews and downtown Trenton or the State House. See the Capital available from all TVMs. See Ticket Prices for fares. For to downtown Princeton from Princeton Junction Station. cars can tell you where your airline is. will not be available to assist with carrying baggage Limited Service SEPTA trains marked NJ TRANSIT fares from other stations, visit www.njtransit.com 6 12 Connection timetable for details. on and off the train. 6 26 gray will run only on specified days. or call 1-800-772-2222. X See timetable. There is no parking or passenger drop-off area at the Newark Liberty International Airport Station. Purchasing Tickets Ticket Prices Glance and Go Station location and parking information can be found at njtransit.com Accessible Station Bus Route Community Shuttle WHEELS Shuttle tickets your way how much depends on how frequently & how far features for easy reading Ticket Vending Machines are available at all stations.

know before you go on-board trains avoid The easiest way to find weekday schedules is using the “Open Newark $ 1, 5, 7, 11, 21, 25, 28, 29, Important Changes Personal Items Keep aisle ways clear of Train personnel can accept cash only the 5 New York Newark Airport Here” note on the cover. If you want the weekday schedules 34, 39, 44, 62, 67, 70, 71, Broad St surcharge on the outside, simply fold the timetable inside-out. 72, 73, 75, 76, 78, 79, Secaucus what’s new for riders obstructions at all times. Store larger items (no bills over $20). A $5 surcharge one-way one-way off-peak weekly monthly one-way one-way off-peak weekly monthly one-way one-way 10-trip monthly 108, 306, 319, 978 Junction ZONESSTATIONS Minor adjustments have been made to several in the overhead racks or under the seats. is applied if ticket vending machines buy before reduced roundtrip reduced roundtrip reduced 2, For quick scanning, all major terminals and rail line end 129, (TVMs) were available or ticket offices you board New York … … … … … $3.75 $1.75 $6.25 $31.00 $101.00 $14.00 $11.00 $129.00 $180.00 NEWARK train times to improve on-time performance. Pets Only service animals accompanying PENN STATION 772 Secaucus Junction $3.00 $1.50 $5.25 $26.00 $85.00 3.00 1.50 5.25 26.00 85.00 10.50 7.75 94.00 180.00 station names are in CAPS. Terminal times are Bold. Review the timetable carefully for details. customers with disabilities or their trainers, were open at the time of boarding. Newark Penn Station 3.75 1.75 6.25 31.00 101.00 … … … … … 7.50 6.50 64.00 95.00 police dogs and small pets in carry-on travel cages In compliance with the NJ Smoke Free Air Act, Newark Int’l Airport 14.00 11.00 180.00 7.50 6.50 95.00 TRENTON 5 31 P.L. 2005, c.383: are allowed on-board NJ TRANSIT trains. at ticket offices/tvms PENN STATION 5 North Elizabeth 5.00 2.25 8.50 43.00 140.00 2.00 1.00 3.25 17.00 55.00 7.50 6.50 64.00 95.00 NEW YORK Purchase your ticket before boarding trains when a ticket Hamilton 5 21 Smoking is prohibited in enclosed indoor places Smoking Smoking is not allowed on any Elizabeth MTA agent and/or a TVM is available. TVMs accept credit cards, owned or controlled by NJ TRANSIT in New Jersey. trains, in any stations, or on any platforms. 7 Linden 6.00 2.75 10.25 51.50 169.00 3.00 1.50 5.25 26.00 85.00 8.50 7.00 74.00 125.00 Elizabeth 5 41 debit cards and cash (no bills over $20). If you have This includes customer waiting rooms, trains, 8 Rahway 6.50 3.00 11.00 55.00 180.00 3.50 1.50 5.75 29.00 96.00 9.00 7.00 79.00 136.00 Newark Liberty Electronic Devices and Cell Phones a personal check or Transit Benefits, please go to a ticket 6 21 International HOBOKEN buses, light rail vehicles, and structurally enclosed 10 Metropark 7.25 3.25 12.50 62.50 207.00 4.25 2.00 7.50 37.00 122.00 9.75 7.50 86.50 162.00 Secaucus Junction NORTHEAST CORRIDOR LINE Listen or speak at a volume that does not agent or a major terminal. NJ TRANSIT 10-trip tickets Airport Northeast parking garages and facilities. Smoking is also 11 Metuchen 8.00 3.50 13.75 68.00 224.00 5.00 2.25 8.50 43.00 140.00 10.50 7.75 94.00 180.00 NEW YORK 6 31 disturb other passengers. and student monthly passes are not available from TVMs. prohibited on train, bus and light rail platforms in 13 Edison 9.00 4.00 15.50 77.50 254.00 6.00 2.75 10.25 51.50 169.00 11.50 8.25 104.00 209.00 North Elizabeth 112 Bicycles and In-Line Skates PATH 11-, 20- and 40-trip QuickCards are available stations and terminals owned or controlled by 14 New Brunswick 9.50 4.25 16.00 80.00 263.00 6.50 3.00 11.00 55.00 180.00 12.00 8.50 109.00 220.00 You can bring collapsible bicycles on all from all TVMs. Intermediate stations where a connection can be made NJ TRANSIT in New Jersey. Jersey Avenue Northeast Corridor Corridor are shown in Italics. trains at all times. Standard frame bicycles are per- 19 Princeton Junction 10.75 4.75 18.25 92.00 301.00 7.75 3.50 13.25 66.00 217.00 13.25 9.00 121.50 257.00 Elizabeth 24, 26, 52, 56, 57, mitted in accessible cars only and are not permitted online 58, 59, 62, 112 with service to Princeton 12.00 5.50 20.25 101.50 333.00 9.00 4.00 15.50 77.50 254.00 14.50 9.50 134.00 294.00 during weekdays on inbound trains from 5 to 9:30am Quik-Tik is the easy way to buy your monthly pass. northeast corridor 5 21 Contact Us 20 Hamilton 11.00 5.00 18.75 94.00 309.00 8.00 3.50 13.75 68.00 224.00 13.50 9.00 124.00 264.00 NEWARK PENN STATION Quik-Tik accepts major credit cards and Transit Benefits. TRENTON we’re here to help or on outbound trains from 4 to 7pm, or on major 22 Trenton 11.50 5.25 19.50 97.50 320.00 8.50 3.75 14.25 71.50 235.00 14.00 9.25 129.00 275.00 holidays. Bicycle storage is available at most stations. To apply, visit our website at www.njtransit.com. buy before you board buy before you board buy before you board buy before you board Connecting to another transit service such as the PATH? Linden 56, 57, 94 For locker information, call 973-491-7587. You can Customers without web access can call 1-866-QUIK TIK PRINCETON JUNCTION NJ TRANSIT Information 800 772 2222 Those services are marked in Color and are indented carry in-line skates (rollerblades), but you can’t wear for an application. Text Telephone (TT) 800 772 2287 under the station where you will need to detrain. NEW BRUNSWICK Schedule and fare information 6am to 12am them on-board trains. fare options saving you time and money also keep in mind Rahway 62 Complaints, commendations and suggestions 8am to 5pm Princeton Junction 5 41 METUCHEN Extending Your Journey If you extend your trip, you We want to make your travel convenient Senior Citizens (62 and Older) and Passengers with Refunds One-way and off-peak round-trip tickets are not via Princeton Shuttle NJ TRANSIT Police 800 242 0236 we’re accessible must pay the one-way fare between the destination on and economical, so we offer lots of options: Disabilities can travel on-board NJ TRANSIT at a reduced refundable. Weekly and monthly passes and unused/par- 5 47 METROPARK Out of State 973 378 6565 at many stations fare of half the regular one-way fare or less at all times. tially used 10-trip tickets should be mailed to the address arrive Princeton 6 01 Metropark 62, 801-802-803-804-805 your ticket/pass and your final destination. Monthly Passes Unlimited trips within a calendar month; 5 41 5 21 Metropark Loops Seniors may be asked to present valid ID (any ID or docu- below. Passes mailed in after they become valid will have Security Hot Line 888 TIPS NJT Stations with the above symbol are accessible to Changing Your Terminal A flat fee of $3 will be charged can be purchased beginning the 20th of the month prior ELIZABETH ment with printed date-of-birth and issued by a govern- t Metuchen 810, 813, 819 as of 4/23/06 Report suspicious activities or packages customers using mobility assist devices. For assistance and are valid until noon on the first commuting weekday two full one-way fares deducted per business day. Ticket on-board trains when you present a ticket/pass printed Searching for Holiday Getaway Trains? on or off the train, please inform the train crew. of the following month. ment, social service or mass transportation agency). Also agents will issue a full cash refund for wholly unused 10- 55 41 475 55 NEWARK INT’L AIRPORT Lost Articles with Newark Penn Station or Hoboken Terminal for travel Look for the times in the red bars. Edison Customers traveling from Hoboken, please arrive valid: the MTA Reduced Fare Card; PA Senior Citizen Transit trip tickets purchased with cash. If a TVM malfunctions, it Lost and Found 800 772 2222 to New York or to/via Secaucus. Weekly Passes Unlimited trips from 12:01 a.m. Saturday 5 47 6 01 The arrow at the bottom indicates NEWARK 15 minutes before your scheduled train departure ID or PACE Card; PATH Senior Fare Card; or Medicare Card. will give you an adjustment receipt. Mail it or present it to 5 57 Traveling to Newark Liberty International Airport to 6:00 a.m. on the following Saturday. the dates these trains will run. New Brunswick 810, 811, 814, Need to visit us in person? Customer Service offices are and notify an NJ TRANSIT representative for assistance. Passengers with disabilities must present an NJ TRANSIT a ticket agent. If you paid cash, you’ll get cash on the spot. 5 57 6 12 815, 818,980

Monthly rail passes and one-way tickets with the airport 10-Trip Tickets Ten one-way trips. Reduced Fare ID or Medicare Card. Call 973-378-6401 for If you don’t get a receipt, report the problem to a ticket What does that l mean? SECAUCUS JUNCTION located at major terminals in NJ and NY. For detailed hours LINE CORRIDOR NORTHEAST l 6 6 05 05 Jersey Avenue and locations, please go to our website. safety first as the destination include an access fee and are encoded One-Way Tickets One continuous trip. more information. agent or the Refund Department. Trains may leave early at those times, NEW YORK to allow passage through the fare gates at the station. 6 12 so please be alert! Need to make a connection? Boarding or Detraining Watch the gap between the Children’s Fares Small kids, small fares: ages 5-11 save t Other tickets/passes (including tickets purchased on-board Off-Peak Roundtrip Tickets (ORT) One-way travel in Princeton Junction 600, 976 SEPTA 215 580 7800 platform and train. In rain or snow, use extra caution. at least 50% on regular one-way fares; 4 and under (up Mail requests to: 6 12 and intermediate points trains) require that you purchase an additional ticket at the direction indicated on the ticket. Not valid for AM 6 22 6 32 LIRR 718 217 5477 Always stand behind the safety line while waiting to three children) ride free with a passenger paying any NJ TRANSIT Rail Refund Dept. Princeton the airport station TVMs for fare gate passage. peak travel to/via, or PM peak travel from/via New York, Hamilton 606, 608 Amtrak 800 USA RAIL for your train. Never get on or off a moving train. valid fare. One Penn Plaza East X 605 Secaucus, Newark or Hoboken. 6 22May 276 01 Metro-North 800 638 7646 Commuter Tax Benefit Programs Make commuting Connecting service at Trenton Crossing Tracks Permitted only at designated Family SuperSaver Fares Family-friendly NJ TRANSIT Newark, NJ 07105-2246 July 1 TRENTON 409, 600, 601, 604, Ferry 800 53 FERRY easy on your wallet by saving up to $105 per month and One-Way Reduced Tickets One-way travel valid for 606, 608, 609, 611 to River LINE and locations. Never go around the lowered gates at allows two children ages 5-11 to ride free with a passenger Find NJ TRANSIT Capital Connection PATH 800 234 PATH $400 per year. Employers save too. Call 973-491-7600. senior citizens, passengers with disabilities, and children. to Philadelphia Capital Connection buses AirTrain 888 EWR INFO a grade crossing. paying any valid fare from 7pm Friday (or day before a NJ TRANSIT is not responsible for the inconvenience, expense or damage announcements and via SEPTA & Amtrak to Camden holiday) to 6am Monday (or day after a holiday). resulting from lost, stolen or destroyed tickets, errors in timetables, latest happenings via River LINE Take transit door to door. Community shuttles Please Stay Alert Many of our trains arrive noise- travel flexibility canceled or delayed trains/buses/light rail vehicles, failure to make Connecting PATH and Ferry service in Take Note. are available at the following train stations: lessly. Don’t go near overhead electrified lines. You can use your NJ TRANSIT rail pass on light rail or bus! Student Monthly Passes A good reason to stay in school. connections or for shortage of equipment. Connecting times for other service providers are shown for information only. Customers should contact CONNECTING TO: to Jersey City and New York Edison 732 494 8300 In An Emergency Listen for announcements. In case Rail passes are imprinted with a bus-zone number. You Ask a ticket agent for details. Emergency phone Hamilton 609 581 4114 those service providers for exact schedule information, as times may have Contact Us NORTH JERSEY COAST LINE to Long Branch and Bay Head of smoke or fire, go to an adjoining car and evacuate can use that rail pass for any light rail trip, or for bus trips numbers are easy to Metuchen 732 632 8519 Group Rates Travel cheaper together. Call 201-714-2880 changed since publication of this timetable. we’re here to help access in the same panel. RARITAN VALLEY LINE to Raritan and High Bridge New Brunswick 732 932 7817 through the nearest exit as instructed. up to the number of zones indicated on the pass simply by for Group Sales. 800 772 2222 MORRIS & ESSEX LINES to Hackettstown and Gladstone Rahway 732 669 3616 presenting it to the bus operator or light rail fare enforce- Lyndhurst (Kearny) 201 997 0600 ment officer. Because our lowest priced monthly rail 800 242 0236 MONTCLAIR-BOONTON LINE to Hackettstown passes cost less than a bus or light rail monthly pass, 973 491 8792 MAIN/BERGEN COUNTY LINE to Suffern and Port Jervis

questions about how to get there? www.njtransit.com 800 772 2222 they are not eligible. open here for weekday schedules www.njtransit.com PASCACK VALLEY LINE to Spring Valley

Title of Report: Route 33 Corridor Study

Publication No.: 06025

Date Published: June 2006

Geographic Area Covered: The study area includes portions of the Mercer County municipalities of Hamilton Township and Washington Township.

Key Words: traffic counts, intersection analysis, improvement options, trip generators, sight distance, bicycle/pedestrian, travel forecasting, accidents

ABSTRACT: This study was developed using a consensus-based approach with input from the corridor communities as well as state, county and regional agencies in the identification of transportation problems. Detailed field views and technical analyses were conducted to identify and quantify the transportation problem areas and document practical solutions. A detailed write-up of the existing conditions, identified problems and potential improvement scenarios is presented. Crash clusters were identified and analyzed, bicycle and pedestrian improvements recommended and land use policy improvements suggested. The present and future traffic conditions on selected arterials were analyzed using the DVRPC regional simulation model. 2025 traffic volumes on arterial segments in the corridor were developed using different road network scenarios.

Delaware Valley Regional Planning Commission 8th Floor 190 North Independence Mall West Philadelphia, PA 19106-1520

Phone: 215-592-1800 Fax: 215-592-9125 Internet: www.dvrpc.org

Staff contacts: Direct phone: E-mail: David Anderson, Senior Transportation Planner 215-238-2825 [email protected] Robert Berger, Transportation Planner 215-238-2845 [email protected] Justin Jarboe, Transportation Intern 215-238-2825 [email protected]

190 N. Independence Mall West 8th Floor Philadelphia, PA 19106-1520 215.592.1800 www.dvrpc.org